Construction of 04 Nos. RCC Overhead Water tank at Bhilai Steel Plant (BSP), Chhattisgarh.

ABSTRACT OF COST

Construction of 04 Nos. RCC Overhead Water tank at Bhilai Steel Plant (BSP), Chhattisgarh.

SL.NO. PARTICULARS

RCC OVERHEAD WATER TANK 4 NOS.

1 Overhead Tank (Civil Works) . 211162615.54

2 Office Room (Civil Works) (4 NOS.) 4335878.55

3 Electrical Works

3.1 Electrical Works (Sector-1) 1167048.00

3.2 Electrical Works (Sector-4) (2 NOS.) 2051096.00

3.3 Electrical Works (Sector-5) 1167048.00

4 Internal & External Plumbing Works

4.1 Plumbing Works (Sector-1) 3792575.00

4.2 Plumbing Works (Sector-4) (2 NOS.) 5187732.00

4.3 Plumbing Works (Sector-5) 3336045.00

5 Boundary Wall 9913480.00

6 Paver Block Pathway 2953142.30

7 Entrance Gate With Guard Room 3183144.95

8 Open Drain 652130.47

GRAND TOTAL 248901936.00

GRAND TOTAL 248901936.00

Digitally signed by Rakesh

CONSTRUCTION OF 04 NOS. RCC OVERHEAD TANK

Sl. No. DSR-2023/MR DESCRIPTION UNIT QTY. RATE AMOUNT

A 2.00 EARTH WORKS

1 2.6.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual

means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm

on plan) including getting out and disposal of excavated earth lead upto 50 m

and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soils

2 2.7 Earth work in excavation by mechanical means (Hydraulic excavator)/

manual means over areas (exceeding 30 cm in depth, 1.5 m in width as

well as 10 sqm on plan) including getting out and disposal of excavated

earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.

2.02 2.7.3 Hard rock (blasting prohibited) Cum 205.13 1432.95 2,93,942.47

3 2.26.1 Extra for every additional lift of 1.5 m or part thereof in excavation / banking

excavated or stacked materials.

All kinds of soil 0.00 to 1.5m Cum 1025.66 126.80 1,30,053.05

4 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of

foundations etc. in layers not exceeding 20cm in depth, consolidating each

deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

5 2.27 Supplying and filling in plinth with sand under floors, including watering,

ramming, consolidating and dressing complete. Cum 60.37 2123.75 1,28,219.28

B 4.00 CONCRETE WORKS

6 4.1.5 Providing and laying in position cement concrete of specified grade excluding

the cost of centering and shuttering - All work up to plinth level : 1 :3:6 (1

Cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone

aggregate 20 mm nominal

size derived from natural sources) Cum 60.37 7294.70 4,40,410.22

7 4.3.1 Centering and shuttering including strutting, propping etc. and removal of form

work for : Foundations, footings, bases for columns. Sqm 9.00 392.15 3,529.35

C 5.00 REINFORCED CEMENT CONCRETE WORK

8 5.9.1 Centering and shuttering including strutting, propping etc. and removal of form

for :Foundations, footings, bases of columns, etc. for mass concrete. Sqm 216.29 392.15 84,816.16

9 5.9.2 Centering and shuttering including strutting, propping etc. and removal of form

for : Walls (any thickness) including attached pilasters, butteresses, plinth and

string courses etc. Sqm 768.36 842.50 6,47,343.30

10 5.9.6 Centering and shuttering including strutting, propping etc. and removal of form

for : Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 997.50 961.30 9,58,896.75

11 5.9.7 Centering and shuttering including strutting, propping etc. and removal of form

for :Stairs, (excluding landings) except spiral-staircases Sqm 73.94 798.35 59,030.00

12 5.9.20 Centering and shuttering including strutting, propping etc. and removal of form

for : Suspended floors, roofs, landings, balconies and access

platform with water proof ply 12 mm thick Sqm 1053.29 1028.40 10,83,203.44

13 5.9.21 Lintels, beams, plinth beams, girders, bressumers and

cantilevers with water proof ply 12 mm thick

14 5.11.1 Extra for additional height in centering, shuttering where ever required

with adequate bracing, propping etc., including cost of de-shuttering

and decentering at all levels, over a height of 3.5 m, for every additional

height of 1 metre or part thereof (Plan area to be measured).

Suspended floors, roofs, landings, beams and balconies

(Plan area to be measured) Sqm 12508.12 384.30 48,06,868.87

15 5.22.6 Steel reinforcement for R.C.C. work including straightening, cutting, bending,

placing in position and binding all complete upto plinth level. Thermo-

Mechanically Treated bars of grade Fe-500D or more.

16 5.22A.6 Steel reinforcement for R.C.C. work including straightening, cutting, bending,

placing in position and binding all complete above plinth level. Thermo-

Mechanically Treated bars of grade Fe-500D or more. Kg 160378.80 107.85 1,72,96,853.90

Digitally signed by Rakesh

Sl. No. DSR-2023/MR DESCRIPTION UNIT QTY. RATE AMOUNT

17 5.33 Providing and laying in position ready mixed or site batched design mix cement

concrete for reinforced cement concrete work; using coarse aggregate and fine

aggregate derived from natural sources, Portland Pozzolana / Ordinary

Portland /Portland Slag cement, admixtures in recommended proportions as

per IS: 9103 to accelerate / retard setting of concrete, to improve durability and

workability without impairing strength; including pumping of concrete to site of

laying, curing, carriage for all leads; but excluding the cost of centering,

shuttering, finishing and reinforcement as per direction of the engineer-in-

charge; for the following grades of concrete. Note: Extra cement up to 10% of

the minimum specified cement content in design mix shall be payable

separately. In case the cement content in design mix is more than 110% of the

specified minimum cement content, the contractor shall have discretion to either

re-design the mix or bear the cost of extra cement.

17.1 5.33.1.2 All works upto plinth level.

Concrete of M30 grade with minimum cement content of 350 kg /cum Cum 507.95 9655.70 49,04,592.84

17.2 5.33.2.2 All works above plinth level upto floor V level

Concrete of M30 grade with minimum cement content of 350 kg /cum Cum 740.78 10011.35 74,16,248.90

18 5.35 Add for using extra cement in the items of design mix over and above the

specified cement content therein. quintal 124.87 733.50 91,594.49

G 10.00 STEEL WORK

19 10.25 Steel work welded in built up sections/ framed work, including cutting,

hoisting, fixing in position and applying a priming coat of approved steel

primer using structural steel etc. as required.

19.1 10.25.1 In stringers, treads, landings etc. of stair cases, including use

of chequered plate wherever required, all complete KG 850.00 123.60 1,05,060.00

19.2 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets,

gates and similar works KG 4735.80 172.60 8,17,399.08

20 9.51.2 Providing and fixing fly proof galvanized M.S. wire gauge to windows and

clerestory windows using wire gauge with average width of aperture 1.4

mm in both directions with wire of dia 0.63 mm all complete.

With 12 mm mild steel U beading Sqm 2.16 939.20 2,028.67

J 13.00 FINISHING WORK

21 13.15 20 mm cement plaster of mix ; sqm 3555.55 520.55 18,50,843.35

22 13.16.1 6 mm cement plaster of mix :

23 13.18 Neat cement punning sqm 895.65 79.95 71,607.45

24 13.47.1 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone

additives of required shade: New work

(Two or more coats applied @ 1.43 ltr/10 sqm

over and including priming coat of exterior primer applied

25 14.72 Providing and fixing double scaffolding system (cup lock type) on the

exterior side, up to seven story height made with 40 mm dia M.S. tube

1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock

system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase

system in the scaffolding for working platform etc. and maintaining it in a

serviceable condition for the required duration as approved and removing

it there after. The scaffolding system shall be stiffened with bracings,

runners, connection with the building etc wherever required for inspection

of work at required locations with essential safety features for the workmen

etc. complete as per directions and approval of Engineer-in-charge. The

elevational area of the scaffolding shall be measured for payment purpose.

The payment will be made once irrespective of duration of scaffolding.

Note: - This item to be used for maintenance work judicially, necessary

deduction for scaffolding in the existing item to be done. Sqm 1900.00 338.25 6,42,675.00

26 19.16 Providing orange colour safety foot rest of minimum 6 mm thick plastic

encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to

IS: 1786, having minimum cross section as 23 mmx25 mm and over

all minimum length 263 mm and width as 165 mm with minimum 112

mm space between protruded legs having 2 mm tread on top surface

by ribbing or chequering besides necessary and adequate anchoring

projections on tail length on 138 mm as per standard drawing and

suitable to with stand the bend test and chemical resistance test as per

specifications and having manufacture’s permanent identification mark to

be visible even after fixing, including fixing in manholes with 30x20x15 cm

cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone

aggregate 20 mm nominal size) complete as per design. Sqm 50.00 553.70 27,685.00

Digitally signed by Rakesh

Sl. No. DSR-2023/MR DESCRIPTION UNIT QTY. RATE AMOUNT

27 26.81 Providing and fixing Scaffolding net of required width made of high

density Polyethylene UV stabilized knitted on warp knitting machines

having density 100 gram / sqm and shading coefficient minimum 75%

around the construction site/ for vertical extension as per requirement

including fastening/tying with building/scaffolding pipes or with any other

fixtures etc. complete as per direction of Engineer-in-Charge. (One time

payment shall be made for providing Scaffolding net from start of work till

completion of work including shifting if any. The Scaffolding net shall be

the property of the contractor on completion of the work) Sqm 1520.00 29.25 44,460.00

L 22.00 WATER PROOFING

28 22.25 Providing and applying crystalline mortar by mixing in the ratio of 4.5 : 1 (4.5

parts crystalline mortar : 1 part water) for the treatment of faulty construction

joints, cracks, tie rod holes and spalled & honeycombed surface of RCC

underground structures like basement, water tanks, bridge deck etc. to

ensure water tightness. The crystallie mortar shall conform to the EN 1504-

3 having compressive strength Class R4 ≥45 MPa and adhesive bond

strength Class R3 ≥1.5 MPa. The work shall be carried out all complete as

per specification and the direction of the engineer-in-charge. The product

performance shall carry guarantee for 10 years against any leakage.

28.1 22.25.1 For sealing cracks and faulty construction joints, routed out/

making U-shape groove size 25x25 mm and then primed the

area with integral crystalline slurry @0.05 kg/running metre

and while the surface is tacky filled the groove upto surface

with crystalline mortar @1.50 kg/running metre. Once

crystalline mortar is touch dry then finally applied two coats

of integral crystalline slurry @0.05 kg/running metre per coat metre 75.10 547.70 41,132.27

28.2 22.25.2 For patching of tie rod holes, prepared tie rod hole surface

and then primed the area with integral crystalline slurry

@0.070 kg/sqm and while the surface is tacky repair and

then filled the tie rod holes with crystalline [email protected]

per hole. The crystalline mortar should be tightly rodded into

tie rod holes or packed tightly (For 25x25x25 mm tie rod each

hole, use 0.040 kg to fill the hole) hole 50.00 23.05 1,152.50

29 22.23.1 Providing and applying integral crystalline slurry of hydrophilic in nature for

waterproofing treatment to the RCC structures like retaining walls of the

basement, water tanks, roof slabs, podiums, reservior, sewage & water

treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in

the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical

surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal

surfaces and applying the same from negative (internal) side with the help of

synthetic fiber brush. The material shall meet the requirements as specified in

ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90%

compared with control concrete as per DIN 1048 and resistant to 16 bar

hydrostatic pressure on negative side. The crystalline slurry shall be capable of

self-healing of cracks up to a width of 0.50mm. The work shall be carried out all

complete as per specification and the direction of the engineerin- charge. The

product performance shall carry guarantee for 10 years against any leakage.

For vertical surface two coats @0.70 kg per sqm

30 22.23.2 Providing and applying integral crystalline slurry of hydrophilic in nature for

waterproofing treatment to the RCC structures like retaining walls of the

basement, water tanks, roof slabs, podiums, reservior, sewage & water

treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in

the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical

surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal

surfaces and applying the same from negative (internal) side with the help of

synthetic fiber brush. The material shall meet the requirements as specified in

ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90%

compared with control concrete as per DIN 1048 and resistant to 16 bar

hydrostatic pressure on negative side. The crystalline slurry shall be capable of

self-healing of cracks up to a width of 0.50mm. The work shall be carried out all

complete as per specification and the direction of the engineerin- charge. The

product performance shall carry guarantee for 10 years against any leakage.

For For horizontal surface one coat @1.10 kg per sqm.

Digitally signed by Rakesh

Sl. No. DSR-2023/MR DESCRIPTION UNIT QTY. RATE AMOUNT

31 14.28 Providing and laying in situ seven course water proofing treatment with

APP (Atactic Polypropylene) modified Polymeric memberane over roof

consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th

& 6th courses of bonding material @ 1.20 kg/sqm, which shall consist of

blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th

layers of roofing membrane APP modified Polymeric membrane 2.0 mm

thick of 3.00 Kg/sqm weight consisting of five layers prefabricated with

centre core as 100 micron HMHDPE film sandwiched on both sides with

polymeric mix and the polymeric mix is protected on both side with 20

micron HMHDPE film. 7th, the top most layer shall be finished with brick

tiles of class designation 10 grouted with cement mortar 1:3 (1 cement : 3

fine sand) mixed with 2% integral water proofing compound by weight of

cement over a 12 mm layer of cement mortar 1:3 ( 1 cement : 3 fine sand)

and finished neat (item of laying brick tiles shall be paid for separately).

ALL SUB-HEAD TOTAL 5,27,90,653.88

Digitally signed by Rakesh

Sl. No. DESCRIPTION UNIT QTY. RATE Amount

A 2.00 EARTH WORKS

1 2.6.1 Earth work in excavation by mechanical means (Hydraulic

excavator)/manual means over areas (exceeding 30 cm in depth, 1.5

m in width as well as 10 sqm on plan) including getting out and

disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as

directed by Engineer-in-charge. All kinds of soils Cum 55.00 177.50 9,762.56

2 2.25 Filling available excavated earth (excluding rock) in trenches, plinth,

sides of foundations etc. in layers not exceeding 20cm in depth,

consolidating each deposited layer by ramming and watering, lead up

to 50 m and lift upto 1.5 m.

3 2.27 Supplying and filling in plinth with sand under floors, including

watering, ramming, consolidating and dressing complete. Cum 28.23 2123.75 59,943.71

B 4.00 CONCRETE WORKS

1 4.1.5 Providing and laying in position cement concrete of specified grade

excluding the cost of centering and shuttering - All work up to plinth

level : 1 :3:6 (1 Cement : 3 coarse sand (zone-Ill) derived from natural

sources : 6 graded stone aggregate 20 mm nominal

size derived from natural sources) Cum 6.21 7294.70 45,330.72

2 4.11 Providing and laying damp-proof course 50mm thick with cement

concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from

natural sources : 4 graded stone aggregate 20mm nominal size

derived from natural sources). Sqm 4.49 495.75 2,223.44

3 4.12 Extra for providing and mixing water proofing material in cement

concrete work in doses by weight of cement as per manufacturer's Per 50 kg

specification. cement 1.44 18.15 26.05

4 4.13 Providing & applying a coat of residual petroleum bitumen of grade of

VG-10 of approved quality using 1.7kg per square metre on damp

proof course after cleaning the surface with brushes and finally with a

piece of cloth lightly soaked in kerosene oil. Sqm 4.49 146.15 655.48

5 4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1

cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm

nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal

size, well rammed and consolidated and grouted with fine sand,

including necessary excavation, levelling & dressing & finishing the top

C 5.00 REINFORCED CEMENT CONCRETE WORK

1 5.9.1 Centering and shuttering including strutting, propping etc. and removal

of form for :Foundations, footings, bases of columns, etc. for mass

2 5.9.6 Centering and shuttering including strutting, propping etc. and removal

of form for :Columns, Pillars, Piers, Abutments, Posts and Struts.

3 5.9.20 Centering and shuttering including strutting, propping etc. and removal

of form for : Suspended floors, roofs, landings, balconies and access

platform with water proof ply 12 mm thick Sqm 32.60 1028.40 33,525.84

4 5.9.21 Lintels, beams, plinth beams, girders, bressumers and

cantilevers with water proof ply 12 mm thick

3 5.9.19 Centering and shuttering including strutting, propping etc. and removal

of form for :Weather shade, Chajjas, corbels etc., including edges.

4 5.22.6 Steel reinforcement for R.C.C. work including straightening, cutting,

bending, placing in position and binding all complete upto plinth level.

Thermo-Mechanically Treated bars of grade Fe-500D or more.

5 5.22A.6 Steel reinforcement for R.C.C. work including straightening, cutting,

bending, placing in position and binding all complete above plinth

level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

Digitally signed by Rakesh

Sl. No. DESCRIPTION UNIT QTY. RATE Amount

6 5.33.1.1 Providing and laying in position ready mixed or site batched design

mix cement concrete for reinforced cement concrete work; using

coarse aggregate and fine aggregate derived from natural sources,

Portland Pozzolana / Ordinary Portland /Portland Slag cement,

admixtures in recommended proportions as per IS: 9103 to accelerate

/ retard setting of concrete, to improve durability and workability

without impairing strength; including pumping of concrete to site of

laying, curing, carriage for all leads; but excluding the cost of

centering, shuttering, finishing and reinforcement as per direction of

the engineer-in-charge; for the following grades of concrete. Note:

Extra cement up to 10% of the minimum specified cement content in

design mix shall be payable separately. In case the cement content in

design mix is more than 110% of the specified minimum cement

content, the contractor shall have discretion to either re-design the mix

or bear the cost of extra cement. All works upto plinth level.

Concrete of M25 grade with minimum cement content of 330 kg /cum

7 5.33.2.1 Providing and laying in position ready mixed or site batched design

mix cement concrete for reinforced cement concrete work; using

coarse aggregate and fine aggregate derived from natural sources,

Portland Pozzolana / Ordinary Portland /Portland Slag cement,

admixtures in recommended proportions as per IS: 9103 to accelerate

/ retard setting of concrete, to improve durability and workability

without impairing strength; including pumping of concrete to site of

laying, curing, carriage for all leads; but excluding the cost of

centering, shuttering, finishing and reinforcement as per direction of

the engineer-in-charge; for the following grades of concrete. Note:

Extra cement up to 10% of the minimum specified cement content in

design mix shall be payable separately. In case the cement content in

design mix is more than 110% of the specified minimum cement

content, the contractor shall have discretion to either re-design the mix

or bear the cost of extra cement All works above plinth level upto floor

Concrete of M25 grade with minimum cement content of 330 kg /cum

D 6.00 BRICK WORK

1 6.1.2 Brick work with common burnt clay F.P.S. (non modular) bricks of

class designation 7.5 in foundation and plinth in:

Cement mortar 1:6 (1 cement : 6 coarse sand)

2 6.34.2 Brick work with non modular fly ash bricks conforming to IS:12894,

class designation 10 average compressive strength in super structure

above plinth level up to floor V level in :

Cement mortar 1:6 (1 cement : 6 Coarse sand)

3 6.45.2 Half brick masonry with non modular fly ash bricks of class

designation 10, conformingio IS :12894, in super structure above plinth

and upto floor V level. Cement mortar 1 : 4 (1 cement : 4 coarse sand)

F 9.00 WOOD, WPC & uPVC WORK

1 9.21.1 Providing and fixing ISi marked flush door shutters conforming to IS :

2202 (Part I) non-decorative type, core of block board construction

with frame of 1st class hard wood and well matched commercial 3 ply

veneering with vertical grains or cross bands and face veneers on both

faces of shutters:

35 mm thick including ISi marked Stainless Steel butt hinges

with necessary screws Sqm 4.73 2392.65 11,305.27

2 9.48.2 Providing and fixing M.S. grills of required pattern in frames of

windows etc. with M.S. flats, square or round bars etc. including

priming coat with approved steel primer all complete.Fixed to openings

/wooden frames with rawl plugs screws etc. Kg 110.16 238.35 26,256.64

3 9.96.1 Providing and fixing aluminium sliding door bolts, ISI marked anodised

anodic coating not less than grade AC 10 as per IS : 1868),

transparent or dyed to required colour or shade, with nuts and screws

etc. complete : 300x16 mm Each 2 303.25 606.50

4 9.97.1 Providing and fixing aluminium tower bolts, ISI marked, anodised

(anodic coating not less than grade AC 10 as per IS : 1868 )

transparent or dyed to required colour or shade, with necessary

screws etc. complete : 300x10 mm Each 4 117.65 470.60

5 9.100.1 Providing and fixing aluminium handles, ISI marked, anodised (anodic

coating not less than grade AC 10 as per IS : 1868) transparent or

dyed to required colour or shade, with necessary screws etc. complete

Digitally signed by Rakesh

Sl. No. DESCRIPTION UNIT QTY. RATE Amount

6 9.101.2 Providing and fixing aluminium hanging floor door stopper, l5l marked,

anodised (anodic coatinS not less than grade AC 10 as per 15 : 1868)

transparent or dyed to required colour and shade, with necessary

screws etc. complete. Twin rubber stopper Each 1 72.35 72.35

7 21.1.1 Providing and fixing aluminium work for doors, windows, ventilators and

partitions with extruded built up standard tubular sections/ appropriate Z

sections and other sections of approved make conforming to IS: 733 and

IS: 1285, fixing with dash fasteners of required dia and size, including

necessary filling up the gaps at junctions, i.e. at top, bottom and sides

with required EPDM rubber/ neoprene gasket etc. Aluminium sections

shall be smooth, rust free, straight, mitred and jointed mechanically

wherever required including cleat angle, Aluminium snap beading for

glazing / panelling, C.P. brass / stainless steel screws, all complete as per

architectural drawings and the directions of Engineer-in-charge. (Glazing,

paneling and dash fasteners to be paid for separately) :

21.1.2.2 For shutters of doors, windows & ventilators including

providing and fixing hinges/ pivots and making provision

for fixing of fittings wherever required including the cost of

EPDM rubber / neoprene gasket required (Fittings shall be

paid for separately) Powder coated aluminium (minimum

thickness of powder coating 50 micron) Kg. 30.60 634.45 19,414.17

8 21.3.1 Providing and fixing glazing in aluminium door, window, ventilator

shutters and partitions etc. with EPDM rubber / neoprene gasket etc.

complete as per the architectural drawings and the directions of

engineer-in-charge . (Cost of aluminium snap beading shall be paid in

G 10.00 STEEL WORK

1 DSR Providing and fixing pressed steel door frames conforming to IS: 4351,

10.14.1 manufactured from commercial mild steel sheet of 1.60 mm thickness,

including hinges, jamb, lock jamb, bead and if required angle threshold of mild

steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel

welded or rigidly fixed together by mechanical means, including M.S. pressed

butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock

absorbers as specified and applying a coat of approved steel primer after pre-

treatment of the surface as directed by Engineer-in-charge: Profile B

1.1 10.14.1.1 Fixing with adjustable lugs with split end tail to each jamb Rmt 10.65 583.30 6,212.15

2 10.18 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for

ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5

mm thick M.S. sheet with its top surface hacked for proper bonding,

top lid shall be screwed into the cast iron/ M.S. sheet box by means of

3.3 mm dia round headed screws, one lock at the corners. Clamp shall

be made of 12 mm dia M.S. bar bent to shape as per standard

drawing. Each 1.00 220.65 220.65

H 11.00 FLOORING WORK

1 11.3.1 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded

stone aggregate) finished with a floating coat of neat cement,

including cement slurry, but excluding the cost of nosing of steps etc.

complete. 40 mm thick with 20 mm nominal size stone aggregate

2 8.31 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS:

15622 (thickness to be specified by the manufacturer), of approved make, in

all colours, shades except burgundy, bottle green, black of any size as

approved by Engineer-in-Charge, in skirting, risers of steps and dados, over

12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing

with grey cement slurry @ 3.3kg per sqm, including pointing in white cement

mixed with pigment of matching shade complete. Sqm 12.45 1,267.95 15,789.78

3 11.37 Providing and laying Ceramic glazed floor tiles of size 300x300 mm

(thickness to be specified by the manufacturer) of 1st quality conforming

to IS : 15622 of approved make in colours such as White, Ivory, Grey,

Fume Red Brown, laid on 20 mm thick cement mortar 1 :4 (1 Cement : 4

Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including

pointing the joints with white cement and matching pigment etc., complete Sqm 2.77 1,096.55 3,039.64

J 13.00 FINISHING WORK

1 13.4.2 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) Sqm 53.58 343.65 18,411.74

2 13.11 18 mm cement plaster in two coats under layer 12 mm thick cement

plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm

thick cement plaster 1:6 (1 cement : 6 fine sand). Sqm 84.71 43,923.78

3 13.16.1 6 mm cement plaster of mix : 1:3 (1 cement: 3 fine sand)

Digitally signed by Rakesh

Sl. No. DESCRIPTION UNIT QTY. RATE Amount

4 13.41 Distempering with 1st quality acrylic distemper (ready mixed) having

VOC content less than 50 gram/litre, of approved manufacturer and of

required shade and colour all complete to achieve even shade and

colour : New work (two or more coats) over and including water

thinnable priming coat with cement primer having VOC content

less than 50 gram/litre

5 13.47.1 Finishing walls with Premium Acrylic Smooth exterior paint with

Silicone additives of required shade:

New work (Two or more coats applied @ 1.43 ltr/10 sqm

over and including priming coat of exterior primer applied

6 13.61.1 Painting with synthetic enamel paint of approved brand and

manufacture to give an even shade : Two or more coats on new work

L 22.00 WATER PROOFING

1 14.28 Providing and laying in situ seven course water proofing treatment with

APP (Atactic Polypropylene) modified Polymeric memberane over roof

consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th

& 6th courses of bonding material @ 1.20 kg/sqm, which shall consist

of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and

5th layers of roofing membrane APP modified Polymeric membrane

2.0 mm thick of 3.00 Kg/sqm weight consisting of five layers

prefabricated with centre core as 100 micron HMHDPE film

sandwiched on both sides with polymeric mix and the polymeric mix is

protected on both side with 20 micron HMHDPE film. 7th, the top most

layer shall be finished with brick tiles of class designation 10 grouted

with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% integral

water proofing compound by weight of cement over a 12 mm layer of

cement mortar 1:3 ( 1 cement : 3 fine sand) and finished neat (item of

laying brick tiles shall be paid for separately).

TOTAL CIVIL WORKS 10,83,969.64

Digitally signed by Rakesh

SCHEDULE OF QUANTITIES - OHT ELECTRICAL WORK SECTOR -1

REFERENC RATE AMOUNT

S. NO DESCRIPTION OF ITEM QUANTITY UNIT

E (INR) (INR)

EXTERNAL LIGHTING

Supply, Installation, Testing and Commissioning of 25M high mast shaft in two

sections suitable for wind speed as per specifications, with raising lowering system

comprising, head frame, luminaries carriage suitable to install 12 nos. luminaries in

1.00 M.R. symmetrical arrangement, double drum winch, 6mm diameter SS wire rope, trailing 1 Nos. 1,50,000.00 1,50,000.00

cable, connector, integral power tool motor, manual handle, junction box, lightening

finial. (Wiring material from JB to individual luminaire & MCB in base compartment

are not included and are a part of installation).

Supply, Installation, Testing and Commissioning of civil foundation work, foundation

2.00 M.R. bolts & manufactured from special steel along with nuts, washers, anchor plate and 1 Set 15,000.00 15,000.00

common template as per OEM recommendation etc. as required.

Supply, Installation, Testing and Commissioning of LED floodlight type 500 Watt

outdoor type complete with fixing arrangement etc. complete as required.

Supply, Installation, Testing and Commissioning of LED street Light 45 Watt outdoor

type complete with fixing arrangement etc. complete as required.

Supply, Installation, Testing and Commissioning of LED type single dome aviation

5.00 M.R. obstruction light outdoor type complete with fixing arrangement etc. complete as 1 Nos. 3,500.00 3,500.00

Supply, assembly, erection, connecting, testing & commissioning of standard 4.5

metre high (above ground) GRP Pole with stiffeners, chain, Allen bolt, double arm

bracket, foundation bolts, pre fabricated plate, template, accessories, nut and

washers, factory finish, Base plate. The column shall also be provided with flush

6.00 M.R. door at the bottom with proper strengthening to the cut-out of the door opening, an 8 Nos. 12,000.00 96,000.00

outdoor IP-66 rated junction/ looping box with Heavy duty 3 phase & Neutral, 32

Amp connector with 10A DP MCB, double earthing arrangements, including all

accessories complete as required as per specifications & approved by the Engineer

Providing, laying, fixing, connecting and testing of undernoted sizes of GI strip/GI

wire from earth electrode to equipment loop and earthing system, in trenches, on

7.00 surfaces, along pole or along M.S. support, etc. including excavation where required

for laying the copper strip/ GI strip and filling back complete, conforming to relevant

IS and all as specified.

7.02 2022; Item Hot dip GI strip 25mmx 5mm on surface or in recess 50 Metre 244.00 12,200.00

Supplying and laying of following size DWC HDPE pipe ISI marked along with all

DSR (E&M)- accessories like socket, bend, couplers etc. conforming to IS 14930, Part II

8.00 2022; Item complete with fitting and cutting, jointing etc. direct in ground (75 cm below ground

no. 14.16 level) including excavation and refilling earthwork, and protective covering etc.,

complete as required.

LT CABLES FOR POLE & FP

Supply of following size of 1.1 kv grade FRLS multicore aluminium/copper conductor

9.00 XLPE insulated and PVC sheathed armoured cable as per IS: 7098:1988 (Part-I)

with upto date amendments.

Supply, Laying (on existing cable tray or in existing underground DWC pipe) testing,

commissioning of following size of 1.1 kv grade FRLS multicore copper conductor

XLPE insulated and PVC sheathed armoured cable as per IS: 7098:1988 (Part-I)

with upto date amendments including termination at both ends with heavy duty

brass compression glands, and copper lugs etc. complete required as per

Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power

DSR (E&M)- cable of 1.1 KV grade of following size on existing cable tray/ in existing under

11.00 2022; Item ground laid pipe as required. Tagging on both the ends will be done with aluminium

no. 7.8 tags etc. complete as required. (Cable in cable tray shall be clamped with 1mm

Digitally signed by Rakesh

REFERENC RATE AMOUNT

S. NO DESCRIPTION OF ITEM QUANTITY UNIT

E (INR) (INR)

External Lighting Feeder pillars-(Type-1)

Supply, assembly, erection, connecting, testing & commissioning of LT weather

proof dust and vermin proof, outdoor feeder pillar double door type, fabricated out

of board/panel shall be made out of modular Polycarbonate thermoplastic

enclosure/FRP enclosure for environment friendly, recyclable, UV resistant, halogen

& silicon free, anti acid & anti corrosive. The gasket material shall be Polyurethane;

while the gasket shall be internally embedded. Panel shall be openable with locking

12.00 M.R. arrangement/ front operated if panel board type. Panel shall be IP-65 or higher

rated and enclosure shall be type tested as per IS -61439 etc. The feeder pillars

shall be complete with 3 phase and neutral bus bars of capacities as described

below and moulded case circuit breakers (MCCBs) with adjustable overload relay,

copper FRLS control wiring with 1.5 sq.mm, duly painted complete with earth bus,

aluminium bus bar, numbering & sign writing, interconnection etc. as per technical

specification & CPRI test reports for short circuit, dielectric strength mechanical

protection IK-08 and temperature rise test reports.

i) 1 No. 100 Amps. 4P MCCB '25ka, Icu=Ics at 433 volts with thermal based release

with operating handle, spreader links, ON indicating lamp with 2A backup MCB

having O/L, S/C, earth fault protection equipped with the following:

125 Amp 4P, 16kA busbars of high conductivity electrolytic quality aluminium alloy.

5 sets of 63 Amps, 4P, MCB, 10kA with 63 Amps, 4P Contractor.

2 Nos. 0-24 hour timer auto/manual by pass selector switches

1 No. 63 Amp, 4P MCB, 10kA

3 Nos. 63 Amp DP RCCB's of 300 mA leakage current.

3 Nos. 63 Amps DP contractor.

5 Nos. 6 to 25 Amps SP MCB, 10kA.

External Lighting Feeder pillars-1 described as above. 1 Nos. 1,25,000.00 1,25,000.00

Internal Point Wiring & lighting

Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm

DSR (E&M)- FRLSH PVC insulated copper conductor single core cable in surface / recessed steel

13.00 2022; Item conduit, with modular switch, modular plate, suitable GI box and earthing the point 8 Nos. 1,823.00 14,584.00

no. 1.3.3 with 1.5 sq.mm FRLSH PVC insulated copper conductor single core cable etc. as

required. - Group C

DSR (E&M)- Supplying and fixing suitable size GI box with modular plate and cover in front on

14.00 2022; Item surface or in recess, including providing and fixing 6 pin 6/16 A universal modular 6 Nos. 586.00 3,516.00

no. 1.32 socket outlet and 6/16 A modular switch, connections etc. as required.

Supply and installations of 230 V, 1-phase, 1400 RPM, minimum 250 CMM, sweep

15.00 M.R. of appx. 600 mm Bracket fan confirming to IS 2997 including mounting bracket, 2 Nos. 7,500.00 15,000.00

Aluminium alloy blades, starters & other standard accessories complete as required.

Wiring for light/power plug with 2X2.5 sq. mm FRLSH PVC insulated copper

conductor single core cable in surface/ recessed steel conduit along with 1 No. 2.5

sq. mm FRLSH PVC insulated copper conductor single core cable for loop earthing

DSR (E&M)- Wiring for circuit/ submain wiring along with earth wire with the following sizes of

17.00 2022; Item FRLSH PVC insulated copper conductor, single core cable in surface/ recessed steel

no. 1.7 conduit as required.

Supplying and fixing following way, horizontal type Single pole and neutral, hot dip

DSR 2022 G.I double door 1.6mm thick MCB distribution board, 415 V, on surface/ recess,

Item 2.3 complete with tinned copper bus bar, neutral bus bar, earth bar, din bar,

interconnections, powder painted including earthing etc. as required.

Supplying and fixing 5 A to 32 A rating, 240 V, 10 kA, "C" curve, miniature circuit

19.00 breaker suitable for inductive load of following poles in the existing MCB DB

complete with connections, testing and commissioning etc. as required.

19.02 Double pole 1 Nos. 656.00 656.00

LIGHTNING PROTECTION SYSTEM

Supply, Installation, and Fixing of Air Terminal 2mtr. Trapezoidal Dia. ( Ø 16/ 10

mm), Material Al, Fixing of Clamp at metal roof, for connecting air terminal rod to

8mm, Universal Clamp, Material Stainless steel, Clamping range Rd 8-10 mm,

Conductor Complying to standard EN 62561-2 complete in all respect as required

per specifications. Suitable coordination shall be done with roof sub contractor for

clean work of fixing arrangement.

Supply, Installation, and Fixing of Al Round Conductor on metal roof/ down

21.00 M.R. conductors ( Ø 8mm), Diameter 8 mm, Material AlMgSi, Complied to standard EN 100 M 300.00 30,000.00

62561-2 complete in all respect as required.

Supply, Installation, and Fixing of Test Clamp, Material StSt, Complying to standard

EN 62561-1 complete in all respect as required.

Supply, Installation, and Fixing of GI Strip for Down Conductor to earth (25x6 mm)

complete with holders etc. in all respect as required.

Digitally signed by Rakesh

REFERENC RATE AMOUNT

S. NO DESCRIPTION OF ITEM QUANTITY UNIT

E (INR) (INR)

Supply, Installation, and Fixing of 17.2 mm Copper bonded UL listed rod of 3 Mtr

length complete Environment friendly, RoHS certified, low resistivity Ground

24.00 M.R. Enhancement material in 22.6 Kg pack, including pit cover, clamping arrangements 1 Nos. 11,000.00 11,000.00

to fill the bore area around the rod complete in all respect as required as per

specifications.

Digitally signed by Rakesh

SCHEDULE OF QUANTITIES - OHT ELECTRICAL WORK SECTOR -4

S. NO REFERENCE DESCRIPTION OF ITEM QUANTITY UNIT

EXTERNAL LIGHTING

Supply, Installation, Testing and Commissioning of 25M high mast shaft in two

sections suitable for wind speed as per specifications, with raising lowering system

comprising, head frame, luminaries carriage suitable to install 12 nos. luminaries in

1.00 M.R. symmetrical arrangement, double drum winch, 6mm diameter SS wire rope, trailing 2 Nos. 1,50,000.00 3,00,000.00

cable, connector, integral power tool motor, manual handle, junction box, lightening

finial. (Wiring material from JB to individual luminaire & MCB in base compartment

are not included and are a part of installation).

Supply, Installation, Testing and Commissioning of civil foundation work, foundation

2.00 M.R. bolts & manufactured from special steel along with nuts, washers, anchor plate and 2 Set 15,000.00 30,000.00

common template as per OEM recommendation etc. as required.

Supply, Installation, Testing and Commissioning of LED floodlight type 500 Watt

outdoor type complete with fixing arrangement etc. complete as required.

Supply, Installation, Testing and Commissioning of LED street Light 45 Watt outdoor

type complete with fixing arrangement etc. complete as required.

Supply, Installation, Testing and Commissioning of LED type single dome aviation

5.00 M.R. obstruction light outdoor type complete with fixing arrangement etc. complete as 4 Nos. 3,500.00 14,000.00

Supply, assembly, erection, connecting, testing & commissioning of standard 4.5

metre high (above ground) GRP Pole with stiffeners, chain, Allen bolt, double arm

bracket, foundation bolts, pre fabricated plate, template, accessories, nut and

washers, factory finish, Base plate. The column shall also be provided with flush

6.00 M.R. door at the bottom with proper strengthening to the cut-out of the door opening, an 16 Nos. 12,000.00 1,92,000.00

outdoor IP-66 rated junction/ looping box with Heavy duty 3 phase & Neutral, 32

Amp connector with 10A DP MCB, double earthing arrangements, including all

accessories complete as required as per specifications & approved by the Engineer

Providing, laying, fixing, connecting and testing of undernoted sizes of GI strip/GI

wire from earth electrode to equipment loop and earthing system, in trenches, on

7.00 surfaces, along pole or along M.S. support, etc. including excavation where required

for laying the copper strip/ GI strip and filling back complete, conforming to relevant

IS and all as specified.

Derived from DSR

7.01 (E&M)-2022; Item GI wire 8 SWG 500 Metre 70.00 35,000.00

DSR (E&M)-2022;

7.02 Hot dip GI strip 25mmx 5mm on surface or in recess 100 Metre 244.00 24,400.00

Supplying and laying of following size DWC HDPE pipe ISI marked along with all

accessories like socket, bend, couplers etc. conforming to IS 14930, Part II

DSR (E&M)-2022;

8.00 complete with fitting and cutting, jointing etc. direct in ground (75 cm below ground

level) including excavation and refilling earthwork, and protective covering etc.,

complete as required.

LT CABLES FOR POLE & FP

Supply of following size of 1.1 kv grade FRLS multicore aluminium/copper conductor

9.00 XLPE insulated and PVC sheathed armoured cable as per IS: 7098:1988 (Part-I)

with upto date amendments.

Supply, Laying (on existing cable tray or in existing underground DWC pipe) testing,

commissioning of following size of 1.1 kv grade FRLS multicore copper conductor

XLPE insulated and PVC sheathed armoured cable as per IS: 7098:1988 (Part-I)

with upto date amendments including termination at both ends with heavy duty

brass compression glands, and copper lugs etc. complete required as per

Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power

cable of 1.1 KV grade of following size on existing cable tray/ in existing under

DSR (E&M)-2022;

11.00 ground laid pipe as required. Tagging on both the ends will be done with aluminium

tags etc. complete as required. (Cable in cable tray shall be clamped with 1mm

External Lighting Feeder pillars-(Type-1)

Supply, assembly, erection, connecting, testing & commissioning of LT weather

proof dust and vermin proof, outdoor feeder pillar double door type, fabricated out

of board/panel shall be made out of modular Polycarbonate thermoplastic

enclosure/FRP enclosure for environment friendly, recyclable, UV resistant, halogen

& silicon free, anti acid & anti corrosive. The gasket material shall be Polyurethane;

while the gasket shall be internally embedded. Panel shall be openable with locking

12.00 M.R. arrangement/ front operated if panel board type. Panel shall be IP-65 or higher

rated and enclosure shall be type tested as per IS -61439 etc. The feeder pillars

shall be complete with 3 phase and neutral bus bars of capacities as described

below and moulded case circuit breakers (MCCBs) with adjustable overload relay,

copper FRLS control wiring with 1.5 sq.mm, duly painted complete with earth bus,

aluminium bus bar, numbering & sign writing, interconnection etc. as per technical

specification & CPRI test reports for short circuit, dielectric strength mechanical

protection IK-08 and temperature rise test reports.

i) 1 No. 160 Amps. 4P MCCB '25ka, Icu=Ics at 433 volts with thermal based release

with operating handle, spreader links, ON indicating lamp with 2A backup MCB

having O/L, S/C, earth fault protection equipped with the following:

Digitally signed by Rakesh

S. NO REFERENCE DESCRIPTION OF ITEM QUANTITY UNIT

160 Amp 4P, 16kA busbars of high conductivity electrolytic quality aluminium alloy.

5 sets of 63 Amps, 4P, MCB, 10kA with 63 Amps, 4P Contractor.

2 Nos. 0-24 hour timer auto/manual by pass selector switches

1 No. 63 Amp, 4P MCB, 10kA

5 Nos. 63 Amp DP RCCB's of 300 mA leakage current.

5 Nos. 63 Amps DP contractor.

5 Nos. 6 to 25 Amps SP MCB, 10kA.

External Lighting Feeder pillars-1 described as above. 1 Nos. 1,50,000.00 1,50,000.00

Internal Point Wiring & lighting

Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm

FRLSH PVC insulated copper conductor single core cable in surface / recessed steel

DSR (E&M)-2022;

13.00 conduit, with modular switch, modular plate, suitable GI box and earthing the point 16 Nos. 1,823.00 29,168.00

with 1.5 sq.mm FRLSH PVC insulated copper conductor single core cable etc. as

required. - Group C

Supplying and fixing suitable size GI box with modular plate and cover in front on

DSR (E&M)-2022;

14.00 surface or in recess, including providing and fixing 6 pin 6/16 A universal modular 12 Nos. 586.00 7,032.00

socket outlet and 6/16 A modular switch, connections etc. as required.

Supply and installations of 230 V, 1-phase, 1400 RPM, minimum 250 CMM, sweep

15.00 M.R. of appx. 600 mm Bracket fan confirming to IS 2997 including mounting bracket, 4 Nos. 7,500.00 30,000.00

Aluminium alloy blades, starters & other standard accessories complete as required.

Wiring for light/power plug with 2X2.5 sq. mm FRLSH PVC insulated copper

conductor single core cable in surface/ recessed steel conduit along with 1 No. 2.5

sq. mm FRLSH PVC insulated copper conductor single core cable for loop earthing

Wiring for circuit/ submain wiring along with earth wire with the following sizes of

DSR (E&M)-2022;

17.00 FRLSH PVC insulated copper conductor, single core cable in surface/ recessed steel

conduit as required.

Supplying and fixing following way, horizontal type Single pole and neutral, hot dip

G.I double door 1.6mm thick MCB distribution board, 415 V, on surface/ recess,

complete with tinned copper bus bar, neutral bus bar, earth bar, din bar,

interconnections, powder painted including earthing etc. as required.

Supplying and fixing 5 A to 32 A rating, 240 V, 10 kA, "C" curve, miniature circuit

19.00 breaker suitable for inductive load of following poles in the existing MCB DB

complete with connections, testing and commissioning etc. as required.

LIGHTNING PROTECTION SYSTEM

Supply, Installation, and Fixing of Air Terminal 2mtr. Trapezoidal Dia. ( Ø 16/ 10

mm), Material Al, Fixing of Clamp at metal roof, for connecting air terminal rod to

8mm, Universal Clamp, Material Stainless steel, Clamping range Rd 8-10 mm,

Conductor Complying to standard EN 62561-2 complete in all respect as required

per specifications. Suitable coordination shall be done with roof sub contractor for

clean work of fixing arrangement.

Supply, Installation, and Fixing of Al Round Conductor on metal roof/ down

21.00 M.R. conductors ( Ø 8mm), Diameter 8 mm, Material AlMgSi, Complied to standard EN 200 M 300.00 60,000.00

62561-2 complete in all respect as required.

Supply, Installation, and Fixing of Test Clamp, Material StSt, Complying to standard

EN 62561-1 complete in all respect as required.

Supply, Installation, and Fixing of GI Strip for Down Conductor to earth (25x6 mm)

complete with holders etc. in all respect as required.

Supply, Installation, and Fixing of 17.2 mm Copper bonded UL listed rod of 3 Mtr

length complete Environment friendly, RoHS certified, low resistivity Ground

24.00 M.R. Enhancement material in 22.6 Kg pack, including pit cover, clamping arrangements 2 Nos. 11,000.00 22,000.00

to fill the bore area around the rod complete in all respect as required as per

specifications.

Digitally signed by Rakesh

SCHEDULE OF QUANTITIES - OHT ELECTRICAL WORK SECTOR -5

S. NO REFERENCE DESCRIPTION OF ITEM QUANTITY UNIT

EXTERNAL LIGHTING

Supply, Installation, Testing and Commissioning of 25M high mast shaft in two

sections suitable for wind speed as per specifications, with raising lowering system

comprising, head frame, luminaries carriage suitable to install 12 nos. luminaries in

1.00 M.R. symmetrical arrangement, double drum winch, 6mm diameter SS wire rope, trailing 1 Nos. 1,50,000.00 1,50,000.00

cable, connector, integral power tool motor, manual handle, junction box, lightening

finial. (Wiring material from JB to individual luminaire & MCB in base compartment

are not included and are a part of installation).

Supply, Installation, Testing and Commissioning of civil foundation work, foundation

2.00 M.R. bolts & manufactured from special steel along with nuts, washers, anchor plate and 1 Set 15,000.00 15,000.00

common template as per OEM recommendation etc. as required.

Supply, Installation, Testing and Commissioning of LED floodlight type 500 Watt

outdoor type complete with fixing arrangement etc. complete as required.

Supply, Installation, Testing and Commissioning of LED street Light 45 Watt outdoor

type complete with fixing arrangement etc. complete as required.

Supply, Installation, Testing and Commissioning of LED type single dome aviation

5.00 M.R. obstruction light outdoor type complete with fixing arrangement etc. complete as 1 Nos. 3,500.00 3,500.00

Supply, assembly, erection, connecting, testing & commissioning of standard 4.5

metre high (above ground) GRP Pole with stiffeners, chain, Allen bolt, double arm

bracket, foundation bolts, pre fabricated plate, template, accessories, nut and

washers, factory finish, Base plate. The column shall also be provided with flush

6.00 M.R. door at the bottom with proper strengthening to the cut-out of the door opening, an 8 Nos. 12,000.00 96,000.00

outdoor IP-66 rated junction/ looping box with Heavy duty 3 phase & Neutral, 32

Amp connector with 10A DP MCB, double earthing arrangements, including all

accessories complete as required as per specifications & approved by the Engineer

Providing, laying, fixing, connecting and testing of undernoted sizes of GI strip/GI

wire from earth electrode to equipment loop and earthing system, in trenches, on

7.00 surfaces, along pole or along M.S. support, etc. including excavation where required

for laying the copper strip/ GI strip and filling back complete, conforming to relevant

IS and all as specified.

Derived from DSR

7.01 (E&M)-2022; Item GI wire 8 SWG 250 Metre 70.00 17,500.00

DSR (E&M)-2022;

7.02 Hot dip GI strip 25mmx 5mm on surface or in recess 50 Metre 244.00 12,200.00

Supplying and laying of following size DWC HDPE pipe ISI marked along with all

accessories like socket, bend, couplers etc. conforming to IS 14930, Part II

DSR (E&M)-2022;

8.00 complete with fitting and cutting, jointing etc. direct in ground (75 cm below ground

level) including excavation and refilling earthwork, and protective covering etc.,

complete as required.

LT CABLES FOR POLE & FP

Supply of following size of 1.1 kv grade FRLS multicore aluminium/copper conductor

9.00 XLPE insulated and PVC sheathed armoured cable as per IS: 7098:1988 (Part-I)

with upto date amendments.

Supply, Laying (on existing cable tray or in existing underground DWC pipe) testing,

commissioning of following size of 1.1 kv grade FRLS multicore copper conductor

XLPE insulated and PVC sheathed armoured cable as per IS: 7098:1988 (Part-I)

with upto date amendments including termination at both ends with heavy duty

brass compression glands, and copper lugs etc. complete required as per

Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power

cable of 1.1 KV grade of following size on existing cable tray/ in existing under

DSR (E&M)-2022;

11.00 ground laid pipe as required. Tagging on both the ends will be done with aluminium

tags etc. complete as required. (Cable in cable tray shall be clamped with 1mm

Digitally signed by Rakesh

S. NO REFERENCE DESCRIPTION OF ITEM QUANTITY UNIT

External Lighting Feeder pillars-(Type-1)

Supply, assembly, erection, connecting, testing & commissioning of LT weather

proof dust and vermin proof, outdoor feeder pillar double door type, fabricated out

of board/panel shall be made out of modular Polycarbonate thermoplastic

enclosure/FRP enclosure for environment friendly, recyclable, UV resistant, halogen

& silicon free, anti acid & anti corrosive. The gasket material shall be Polyurethane;

while the gasket shall be internally embedded. Panel shall be openable with locking

12.00 M.R. arrangement/ front operated if panel board type. Panel shall be IP-65 or higher

rated and enclosure shall be type tested as per IS -61439 etc. The feeder pillars

shall be complete with 3 phase and neutral bus bars of capacities as described

below and moulded case circuit breakers (MCCBs) with adjustable overload relay,

copper FRLS control wiring with 1.5 sq.mm, duly painted complete with earth bus,

aluminium bus bar, numbering & sign writing, interconnection etc. as per technical

specification & CPRI test reports for short circuit, dielectric strength mechanical

protection IK-08 and temperature rise test reports.

i) 1 No. 100 Amps. 4P MCCB '25ka, Icu=Ics at 433 volts with thermal based release

with operating handle, spreader links, ON indicating lamp with 2A backup MCB

having O/L, S/C, earth fault protection equipped with the following:

125 Amp 4P, 16kA busbars of high conductivity electrolytic quality aluminium alloy.

5 sets of 63 Amps, 4P, MCB, 10kA with 63 Amps, 4P Contractor.

2 Nos. 0-24 hour timer auto/manual by pass selector switches

1 No. 63 Amp, 4P MCB, 10kA

3 Nos. 63 Amp DP RCCB's of 300 mA leakage current.

3 Nos. 63 Amps DP contractor.

5 Nos. 6 to 25 Amps SP MCB, 10kA.

External Lighting Feeder pillars-1 described as above. 1 Nos. 1,25,000.00 1,25,000.00

Internal Point Wiring & lighting

Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm

FRLSH PVC insulated copper conductor single core cable in surface / recessed steel

DSR (E&M)-2022;

13.00 conduit, with modular switch, modular plate, suitable GI box and earthing the point 8 Nos. 1,823.00 14,584.00

with 1.5 sq.mm FRLSH PVC insulated copper conductor single core cable etc. as

required. - Group C

Supplying and fixing suitable size GI box with modular plate and cover in front on

DSR (E&M)-2022;

14.00 surface or in recess, including providing and fixing 6 pin 6/16 A universal modular 6 Nos. 586.00 3,516.00

socket outlet and 6/16 A modular switch, connections etc. as required.

Supply and installations of 230 V, 1-phase, 1400 RPM, minimum 250 CMM, sweep

15.00 M.R. of appx. 600 mm Bracket fan confirming to IS 2997 including mounting bracket, 2 Nos. 7,500.00 15,000.00

Aluminium alloy blades, starters & other standard accessories complete as required.

Wiring for light/power plug with 2X2.5 sq. mm FRLSH PVC insulated copper

conductor single core cable in surface/ recessed steel conduit along with 1 No. 2.5

sq. mm FRLSH PVC insulated copper conductor single core cable for loop earthing

Wiring for circuit/ submain wiring along with earth wire with the following sizes of

DSR (E&M)-2022;

17.00 FRLSH PVC insulated copper conductor, single core cable in surface/ recessed steel

conduit as required.

Supplying and fixing following way, horizontal type Single pole and neutral, hot dip

G.I double door 1.6mm thick MCB distribution board, 415 V, on surface/ recess,

complete with tinned copper bus bar, neutral bus bar, earth bar, din bar,

interconnections, powder painted including earthing etc. as required.

Supplying and fixing 5 A to 32 A rating, 240 V, 10 kA, "C" curve, miniature circuit

19.00 breaker suitable for inductive load of following poles in the existing MCB DB

complete with connections, testing and commissioning etc. as required.

19.02 Double pole 1 Nos. 656.00 656.00

LIGHTNING PROTECTION SYSTEM

Supply, Installation, and Fixing of Air Terminal 2mtr. Trapezoidal Dia. ( Ø 16/ 10

mm), Material Al, Fixing of Clamp at metal roof, for connecting air terminal rod to

8mm, Universal Clamp, Material Stainless steel, Clamping range Rd 8-10 mm,

Conductor Complying to standard EN 62561-2 complete in all respect as required

per specifications. Suitable coordination shall be done with roof sub contractor for

clean work of fixing arrangement.

Supply, Installation, and Fixing of Al Round Conductor on metal roof/ down

21.00 M.R. conductors ( Ø 8mm), Diameter 8 mm, Material AlMgSi, Complied to standard EN 100 M 300.00 30,000.00

62561-2 complete in all respect as required.

Supply, Installation, and Fixing of Test Clamp, Material StSt, Complying to standard

EN 62561-1 complete in all respect as required.

Supply, Installation, and Fixing of GI Strip for Down Conductor to earth (25x6 mm)

complete with holders etc. in all respect as required.

Digitally signed by Rakesh

S. NO REFERENCE DESCRIPTION OF ITEM QUANTITY UNIT

Supply, Installation, and Fixing of 17.2 mm Copper bonded UL listed rod of 3 Mtr

length complete Environment friendly, RoHS certified, low resistivity Ground

24.00 M.R. Enhancement material in 22.6 Kg pack, including pit cover, clamping arrangements 1 Nos. 11,000.00 11,000.00

to fill the bore area around the rod complete in all respect as required as per

specifications.

Digitally signed by Rakesh

PLUMBING WORKS FOR RCC OHT, OFFICE & GUARD ROOM AT SECTOR-1

S.H. No. DESCRIPTION OF SUB-HEAD DSR Amount (Rs) MR Amount (Rs)

1 OHT WATER SUPPLY WORK : 644933.00 2700274.00

2 SANITARY INSTALLATION : 30724.00 1500.00

3 WATER SUPPLY : 31376.00 0.00

4 INTERNAL DRAINAGE : 0.00 21188.00

5 RAIN WATER WORK : 7253.00 0.00

6 EXTERNAL SEWAGE WORK : 110742.00 0.00

7 SEPTIC TANK & SOAK PIT WORK : 198995.00 0.00

8 EXTERNAL STORM WORK : 37200.00 0.00

9 EXTERNAL WATER SUPPLY : 8390.00 0.00

GRAND TOTAL (DSR + MR ) 37,92,575.00

GRAND TOTAL (DSR + MR ) 37,92,575.00

Digitally signed by Rakesh

PROJECT-RCC OHT AT SECTOR-1

DETAILED ESTIMATE OF INTERNAL & EXTERNAL PLUMBING

SI.No. DSR- Description of Item UNIT TOTAL QTY DSR RATE MR RATE DSR AMOUNT MR AMOUNT

A) OHT WATER SUPPLY WORK

1.01 DSR E&M- Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming

2022 18.7 to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts

bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support

frame and painting with two or more coats of synthetic enamel paint of required shade

complete as required :

b) 18.7.11 300 mm dia Pipe (Wall Thickness 7.1) Metre 50 4546.45 227322.55 0.00

b) MR 400 mm dia Pipe (Wall Thickness 7.1) Metre 50 8334.00 0.00 416700.00

1.02 DSR E&M- Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming

2022 18.6 to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts

bolts, gaskets etc. in ground including welding, excavation & Providing cement concrete

blocks as support, anti corrosive treatment with coaltar/ asphalt tape as per IS 10221,

refilling the trench etc. of following sizes complete as required

b) MR 300 mm dia Pipe (Wall Thickness 7.1) Metre 70 6732.00 0.00 471240.00

c) MR 400 mm dia Pipe (Wall Thickness 7.1) Metre 70 7949.00 0.00 556430.00

1.03 18.31 Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions

etc. (the tail pieces if required will be paid separately) :

a) 18.31.1.2 100 mm diameter Class II Each 2 4985.85 9971.70 0.00

b) 18.31.6.2 300 mm diameter Class II Each 1 30203.00 30203.00 0.00

b) MR 400 mm diameter Class II Each 1 208166.02 0.00 208166.02

1.04 18.34 Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1

cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm

bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1

cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary

excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate

40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse

sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard

a) 18.34.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 Metre 4 18896.70 75586.80 0.00

1.05 18.35 Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4

(1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160

mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix

(1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary

excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate

40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse

sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard

a) 18.35.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 Metre 2 26163.40 52326.80 0.00

1.06 16.8 Providing and fixing in position the industrial type pressure gauges with gun metal / brass Each 4 1271.35 5085.39 0.00

valves complete as required

1.07 MR Supply, installation, testing and commissiong of Woltmann Type Water meter PN 16 with

(Up to 90Deg/C) Irrigation water meter. Having magnetic drive, hermatically sealed totaliser

retrofittable for pulse output, suitable for load water up to 30% for use in Water supply as

per the direction of the Engineer-In-charge.

1.08 MR Supply, installation, testing and commissiong of Fully Automatic Water Level Controller and Each 1 71132.00 0.00 71132.00

Indicator with ultrasonic sensor, including cable to the over head tank & water level

indicator shall be mounted in the suitable place as per the direction of the Engineer-In-

1.09 MR Providing, fixing, testing and commissioning moterise Butterfly Valve (Wafer Type), PN-1.0

with Electrical Actuator Body S.G. Iron, Electrical Actuator Operated, S.S-304 Disc,

Nitrile/EPDM Rubber Lining. Seat Test Pressure 1.1 MPa (Hyd.) of following sizes, for filling

of overhead tanks complete with high & low level switchs & pressure switch to control the

valve. The level controller shalll be installed in over head tank. The level switch will close the

valve when water level is high & open the valve when level is low in the tank. The system

should be complete in all respect with accessories, 220V AC / 24 V DC, IP 67 water level

control unit, Control Panel control wiring in whether proof casing etc. Control Panel with

Sensor for Butterfly Valve with Actuator

1.10 MR Providing and fixing following dia 750mm length, 'C' class heavy duty MS pipe conforming

to IS 3589/IS 1239 with 6mm thick M.S. Plate of suitable size and welded all-round the pipe

fixed in walls, beams and top slab of R.C.C tanks, and painting with two or more coats of

synthetic enamel paint of required shade complete etc. complete all as per the directions

and to the satisfaction of Engineer-in-charge.

a) Puddle Flange (100 mm) Each 2 4014.00 0.00 8028.00

b) Puddle Flange (300 mm) Each 1 7061.00 0.00 7061.00

c) Puddle Flange (400 mm) Each 1 8349.00 0.00 8349.00

TOTAL FOR OHT WATER SUPPLY WORK 644933.00 2700274.00

B) SANITARY INSTALLATION

Digitally signed by Rakesh

SI.No. DSR- Description of Item UNIT TOTAL QTY DSR RATE MR RATE DSR AMOUNT MR AMOUNT

2.01 17.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand

cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with

manually controlled device (handle lever) conforming to IS : 7231, with all fittings and

fixtures complete, including cutting and making good the walls and floors wherever

17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot Each 1 6767.40 6767.40 0.00

2.02 17.2 Providing and fixing white vitreous china pedestal type water closet (European type W.C.

pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe,

with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and

fixtures complete, including cutting and making good the walls and floors wherever required

17.2.1 W.C. pan with ISI marked white solid plastic seat and lid Each 1 6515.55 6515.55 0.00

2.03 18.21.2.1 Providing and fixing uplasticised PVC connection pipe with brass unions : 45 cm length , 15 Each 6 97.75 586.50 0.00

mm nominal bore

2.04 17.7 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P.

brass waste of standard pattern, including painting of fittings and brackets, cutting and

making good the walls wherever require :

17.7.4 White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass Each 2 1879.20 3758.40 0.00

2.05 17.23 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal Each 1 1648.95 1648.95 0.00

basin of 430x260x350 mm or 340x410x265 mm sizes respectively.

2.06 17.75 Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with 1/2" BSP thread Each 1 107.20 107.20 0.00

and shapes, weighing not less than 60 gms.

2.07 17.76 Providing and fixing PTMT urinal cock of approved quality and colour.

17.76.1 15 mm nominal bore, 80 mm long, 42 mm high and 30mm wide with BSP female threads Each 1 175.40 175.40 0.00

weighing not less than 48 gms

2.08 17.28 Providing and fixing P.V.C. waste pipe for urinal including P.V.C. waste fittings complete.

17.28.2 Flexible pipe

2.09 17.31 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) Each 2 1607.95 3215.90 0.00

complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws

and washers complete.

2.10 17.71 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm Each 2 168.35 336.70 0.00

distance from wall of standard shape with bracket of the same materials with snap fittings of

approved quality and colour, weighing not less than 105 gms.

2.11 17.70 Providing and fixing PTMT Bottle Trap for Wash basin

17.70.1 Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe Each 2 367.10 734.20 0.00

260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water

seal, weighing not less than 260 gms

2.12 17.73 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP

brass screws with concealed fittings arrangement of approved quality and colour.

17.73.1 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 Each 2 673.40 1346.80 0.00

mm, weighing not less than 170 gms

2.13 17.72 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with Each 2 231.95 463.90 0.00

minimum distances of 37 mm from wall face with concealed fittings arrangement of

approved quality and colour, weighing not less than 88 gms.

2.14 MR Providing ,Fixing of straight / offset type flexible single body push fit type WC pan connector Each 2 750.00 0.00 1500.00

of with integral single mould sealing fins made of flexible EVA body to be fixed with

manufacture supplied grease, including rubber bush / adaptor for use with C.I pipe as

supplied with the pan connector.

2.15 18.15.1 Providing and fixing brass bib cock of approved quality : 15 mm nominal bore Each 1 353.25 353.25 0.00

2.16 17.16A Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. Each 1 349.15 349.15 0.00

triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in -

2.17 18.51 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS

standards and weighing not less than 690 gms.

2.18 18.53.1 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved Each 6 574.30 3445.80 0.00

quality conforming to IS:8931 15mm nominal bore

TOTAL COST FOR SANITARY INSTALLATION 30724.00 1500.00

C) WATER SUPPLY

3.01 18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for

hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe

with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC

solvent cement and the cost of cutting chases and making good the same including testing of

joints complete as per direction of Engineer in Charge.

Concealed work, including cutting chases and making good the walls etc.

a) 18.8.1 15mm nominal bore Metre 18 497.80 8960.40 0.00

b) 18.8.2 20mm nominal bore Metre 6 537.60 3225.60 0.00

Digitally signed by Rakesh

SI.No. DSR- Description of Item UNIT TOTAL QTY DSR RATE MR RATE DSR AMOUNT MR AMOUNT

3.02 18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for

hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing

the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one

step CPVC solvent cement and testing of joints complete as per direction of Engineer in

Internal work - Exposed on wall

a) 18.7.2 20mm nominal bore Metre 18 335.00 6030.00 0.00

3.03 18.17 Providing and fixing brass/bronze lever operated ball valve of full flow with stainless steel

ball (AISI 304 and spindle AISI 410) with setting and gland of superior quality having

minimum working pressure of 16 kg/cm2.

3.04 18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : Ltr. 1000 11.00 11000.00 0.00

12701 marked, with cover and suitable locking arrangement and making necessary holes for

inlet, outlet and overflow pipes but without fittings and the base support for tank. Circular

TOTAL COST FOR WATER SUPPLY 31376.00 0.00

D) INTERNAL DRAINAGE

Providing and fixing soil, waste and vent pipes

4.01 MR Providing, fixing & testing uPVC SWR pipes confirming to IS 13592 (Type B) alongwith all

required fittings like tees, bends, crosses with or without access doors jointed with approved

solvent cement as per manufacturer's recommendations, fixed to walls and ceilings with

clamps complete including cutting and making good the floors and walls where required

complete of outer diameter.

a) 110 OD mm dia Pipes Metre 18 498.00 0.00 8964.00

b) 40 OD mm dia Pipes Metre 4 228.00 0.00 912.00

C) 63 OD mm dia Pipes Metre 4 242.00 0.00 968.00

4.02 MR Providing and Fixing 110x110 mm uPVC 'P' trap with Height riser/Saddle as required size

ftting with seal 50 mm of self cleansing design floor/urinal trap without vent suspended

with supporting clamp or in sunken portion including cutting and making good the walls and

floors wherever required complete in all respects.

a) 110 mm inlet & 110 mm outlet Each 4 1274.00 0.00 5096.00

4.03 MR Providing and Fixing uPVC floor drain of following size inlet and outlet including cutting and

making good the walls and floors wherever required complete in all respects.

4.04 MR Providing and fixing 125 mm dia, 3 mm thick Stainless steel grating with frame for floor

traps or drains of required pattern including cutting and making good the floors complete.

4.05 MR Providing & fixing PVC clean out plug with suitable insert keys for opening in: brass cap, male

threaded joint with threaded uPVC socket fixed to uPVC pipe joints as required complete in

TOTAL COST FOR INTERNAL DRAINAGE 0.00 21188.00

E) RAIN WATER WORK

5.01 12.41 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS :

13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap

for thermal expansion, (i) Single socketed pipes.

5.02 12.42 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for

unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing

with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.

a) 12.42.2 Single Push fit coupler

b) 12.42.3 Single Tee with door

c) 12.42.5 Bend 87.5 Deg

d) 12.42.6 Shoe (Plain)

5.03 12.44 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter Each 2 54.70 109.40 0.00

and weighing not less than 440 grams.

5.04 12.43 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC

rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of

required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4

coarse sand) and making good the wall etc. complete.

Digitally signed by Rakesh

SI.No. DSR- Description of Item UNIT TOTAL QTY DSR RATE MR RATE DSR AMOUNT MR AMOUNT

5.05 12.22 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 Each 2 298.25 596.50 0.00

cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet

1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand)

and a coat of neat cement, rounding the edges and making and finishing the outlet

TOTAL COST FOR RAIN WATER WORK 7253.00 0.00

F) EXTERNAL SEWAGE WORK

6.01 2.10 Excavating trenches of required width for pipes, cables, etc including excavation for sockets,

anddressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the

excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in

depth, including consolidatingeach deposited layer by ramming, watering, etc. and disposing

of surplus excavated soil as directed,within a lead of 50 m :

2.10.1 All kinds of soil

2.10.1.2 Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia metre 25.00 352.15 8803.75 0.00

6.02 2.8 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in

foundation trenches or drains (not exceeding 1.5 m in width or 10 Sqm on plan), including

dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the

excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

6.03 19.1 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement

mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc.

6.04 19.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone

aggregate 40 mm nominal size) all-round sw pipes including bed concrete as per standard

6.05 19.4 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick

masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside) the

weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per

standard design:

19.4.1 100x100 mm size P type.

19.4.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 2.00 2707.65 5415.30 0.00

6.06 19.7 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with

R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm

nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone

aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1

cement : 3 coarse sand) finished with floating coat of neat cement and making channels in

cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal

size) finished with a floating coat of neat cement complete as per standard design :

19.7.1 Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm

internal dimensions,total weight of cover and frame to be not less than 38 kg (weight of

cover 23 kg and weight of frame 15 kg) :

19.7.1.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 Each 3.00 12770.55 38311.65 0.00

6.07 19.8 Extra for depth for manholes:

19.8.1 Size 90x80x90 cm

19.8.1.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 Mtr 0.60 8825.40 5295.24 0.00

6.08 19.16 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per Each 9.00 553.70 4983.30 0.00

IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as

23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum

112 mm space between protruded legs having 2 mm tread on top surface by ribbing or

chequering besides necessary and adequate anchoring projections on tail length on 138 mm

as per standard drawing and suitable to with stand the bend test and chemical resistance

test as per specifications and having manufacture's permanent identification mark to be

visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete

block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

complete as per design.

TOTAL FOR EXTERNAL SEWAGE WORK 110742.00 0.00

G) SEPTIC TANK & SOAK PIT WORK

Construction of septic tnak of size 1.5x0.75x1.05 m liquid depth for 5 users according to IS

2470 (Part 1)-1985 in brick work for following size

7.01 2.8 Earthwork in excavation by mechanical means ( Hydraulic excavator) / manual means in

foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including

dressing of sides and ramming of bottoms, lift up to 1.5m, including getting out the

excavated soil and disposal of surplus excavated soil as directed, with in a lead of 50m.

7.02 2.26 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or

stacked materials

2.26.1 All kinds of soil

Qty for 1.5-3.0 M depth Septic tank Cum 1.50 126.8 190.20 0.00

Digitally signed by Rakesh

SI.No. DSR- Description of Item UNIT TOTAL QTY DSR RATE MR RATE DSR AMOUNT MR AMOUNT

7.03 19.16 Providing orange color safety foot rest of minimum 6mm thick plastic encapsulated as per Nos 7.00 553.7 3875.90 0.00

IS : 10910 on12mm dia steel bar conforming to IS :1786 having minimum cross section as

23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum

112mm space between protrude legs having 2mm tread on top surface by ribbing or

chequering besides necessary and adequate anchoring projections on tail length on 138mm

as per standard drawing and suitable to with dtand the bend test and chemical resistance

test as per specifications and having manufacture's permanent identification make to be

visible even after fixing, including fixing in manholes with 30x20x15cm cement concrete

block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size)

complete as per design.

7.04 13.7 12 mm cement plaster finished with a floating coat of neat cement of mix :

7.05 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of

centering and shuttering - All work up to plinth level :

4.1.8 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) Cum 3.60 6812 24523.20 0.00

7.06 6.36 Brick work with modular extruded brunt fly ash clay sewer bricks (Conforming to IS: 4885 ) in

cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth :

6.36.1 Cement mortar 1:6 (1 cement :6 coarse sand) Cum 9.00 7197.75 64779.75 0.00

7.07 5.1 Providing and laying in position specified grade of reinforced cement concrete, excluding the

cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :

5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) Cum 3.60 9045.75 32564.70 0.00

7.08 5.9 Centering and shuttering including strutting, propping etc. and removal of form for

5.9.3 Suspended floors, roofs, landings, balconies and access platform Sqm 10.80 927.25 10014.30 0.00

7.09 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in

position and binding all complete upto plinth level.

7.10 19.32 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft

with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard

19.32.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 1.00 26861.80 26861.80 0.00

TOTAL COST FOR SEPTIC TANK & SOAK PIT WORK 198995.00 0.00

H) EXTERNAL STORM WORK

8.01 2.10 Excavating trenches of required width for pipes, cables, etc including excavation for sockets,

anddressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the

excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in

depth, including consolidatingeach deposited layer by ramming, watering, etc. and disposing

of surplus excavated soil as directed,within a lead of 50 m :

2.10.1 All kinds of soil

2.10.1.2 Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia metre 12.00 352.15 4225.80 0.00

8.02 2.8 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in

foundation trenches or drains (not exceeding 1.5 m in width or 10 Sqm on plan), including

dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the

excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

8.03 19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with

stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including

testing of joints etc. complete :

8.04 19.3 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone

aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per

standard design :

8.05 19.16 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per Each 6.00 553.70 3322.20 0.00

IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as

23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum

112 mm space between protruded legs having 2 mm tread on top surface by ribbing or

chequering besides necessary and adequate anchoring projections on tail length on 138 mm

as per standard drawing and suitable to with stand the bend test and chemical resistance

test as per specifications and having manufacture's permanent identification mark to be

visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete

block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

complete as per design.

8.06 19.27 Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar

1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with

frame complete as per standard design :

19.27.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 2.00 5957.90 11915.80 0.00

8.07 19.21 Making connection of drain or sewer line with existing manhole including breaking into and

making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4

graded stone aggregate 20 mm nominal size) cement plastered on both sides

with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat

cement and making necessary channels for the drain etc. complete :

a) 19.21.1 For pipes 100 to 250 mm diameter Each 2.00 810.45 1620.90 0.00

Digitally signed by Rakesh

SI.No. DSR- Description of Item UNIT TOTAL QTY DSR RATE MR RATE DSR AMOUNT MR AMOUNT

TOTAL COST FOR EXTERNAL STORM WORK 37200.00 0.00

I) EXTERNAL WATER SUPPLY

8.01 18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for

hot & cold water supply including all CPVC plain & brass threaded fittings This includes

jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing

of joints complete as per direction of Engineer in Charge.

a) 18.9.2 20mm dia nominal bore Metre 20 274.30 5486.00 0.00

8.02 18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :

8.03 18.13 Making connection of G.I. distribution branch with G.I. main of following sizes by providing

and fixing tee, including cutting and threading the pipe etc. complete :

TOTAL COST FOR EXTERNAL WATER SUPPLY 8390.00 0.00

Digitally signed by Rakesh

PLUMBING WORKS FOR RCC OHT, OFFICE & GUARD ROOM AT SECTOR-4

S.H. No. DESCRIPTION OF SUB-HEAD DSR Amount (Rs) MR Amount (Rs)

1 OHT WATER SUPPLY WORK : 945050.00 3484639.00

2 SANITARY INSTALLATION : 47609.00 2250.00

3 WATER SUPPLY : 47064.00 0.00

4 INTERNAL DRAINAGE : 0.00 30288.00

5 RAIN WATER WORK : 10880.00 0.00

6 EXTERNAL SEWAGE WORK : 168144.00 0.00

7 SEPTIC TANK & SOAK PIT WORK : 397991.00 0.00

8 EXTERNAL STORM WORK : 43968.00 0.00

9 EXTERNAL WATER SUPPLY : 9849.00 0.00

GRAND TOTAL (DSR + MR ) 51,87,732.00

GRAND TOTAL (DSR + MR ) 51,87,732.00

Digitally signed by Rakesh

PROJECT-RCC OHT AT SECTOR-4

DETAILED ESTIMATE OF INTERNAL & EXTERNAL PLUMBING

SI.No. DSR- Description of Item UNIT TOTAL QTY DSR RATE MR RATE DSR AMOUNT MR AMOUNT

A) OHT WATER SUPPLY WORK

1.01 DSR E&M- Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming

2022 18.7 to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts

bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support

frame and painting with two or more coats of synthetic enamel paint of required shade

complete as required :

b) 18.7.11 300 mm dia Pipe (Wall Thickness 7.1) Metre 60 4546.45 272787.06 0.00

b) MR 400 mm dia Pipe (Wall Thickness 7.1) Metre 100 8334.00 0.00 833400.00

1.02 DSR E&M- Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming

2022 18.6 to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts

bolts, gaskets etc. in ground including welding, excavation & Providing cement concrete

blocks as support, anti corrosive treatment with coaltar/ asphalt tape as per IS 10221,

refilling the trench etc. of following sizes complete as required

b) MR 300 mm dia Pipe (Wall Thickness 7.1) Metre 3 6732.00 0.00 20196.00

c) MR 400 mm dia Pipe (Wall Thickness 7.1) Metre 15 7949.00 0.00 119235.00

1.03 18.31 Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions

etc. (the tail pieces if required will be paid separately) :

a) 18.31.1.2 100 mm diameter Class II Each 4 4985.85 19943.40 0.00

b) 18.31.6.2 300 mm diameter Class II Each 2 30203.00 60406.00 0.00

b) MR 400 mm diameter Class II Each 2 208166.02 0.00 416332.04

1.04 18.34 Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1

cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm

bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1

cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary

excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate

40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse

sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard

a) 18.34.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 Metre 8 18896.70 151173.60 0.00

1.05 18.35 Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4

(1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160

mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix

(1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary

excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate

40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse

sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard

a) 18.35.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 Metre 4 26163.40 104653.60 0.00

1.06 16.8 Providing and fixing in position the industrial type pressure gauges with gun metal / brass Each 8 1271.35 10170.78 0.00

valves complete as required

1.07 MR Supply, installation, testing and commissiong of Woltmann Type Water meter with (Up to

90Deg/C) Irrigation water meter. Having magnetic drive, hermatically sealed totaliser

retrofittable for pulse output, suitable for load water up to 30% for use in Water supply as

per the direction of the Engineer-In-charge.

1.08 MR Supply, installation, testing and commissiong of Fully Automatic Water Level Controller and Each 2 71132.00 0.00 142264.00

Indicator with ultrasonic sensor, including cable to the over head tank & water level

indicator shall be mounted in the suitable place as per the direction of the Engineer-In-

1.09 MR Providing, fixing, testing and commissioning moterise Butterfly Valve (Wafer Type), PN-1.0

with Electrical Actuator Body S.G. Iron, Electrical Actuator Operated, S.S-304 Disc,

Nitrile/EPDM Rubber Lining. Seat Test Pressure 1.1 MPa (Hyd.) of following sizes, for filling

of overhead tanks complete with high & low level switchs & pressure switch to control the

valve. The level controller shalll be installed in over head tank. The level switch will close the

valve when water level is high & open the valve when level is low in the tank. The system

should be complete in all respect with accessories, 220V AC / 24 V DC, IP 67 water level

control unit, Control Panel control wiring in whether proof casing etc. Control Panel with

Sensor for Butterfly Valve with Actuator

1.10 MR Providing and fixing following dia 750mm length, 'C' class heavy duty MS pipe conforming

to IS 3589/IS 1239 with 6mm thick M.S. Plate of suitable size and welded all-round the pipe

fixed in walls, beams and top slab of R.C.C tanks, and painting with two or more coats of

synthetic enamel paint of required shade complete etc. complete all as per the directions

and to the satisfaction of Engineer-in-charge.

a) Puddle Flange (100 mm) Each 4 4014.00 0.00 16056.00

b) Puddle Flange (300 mm) Each 2 7061.00 0.00 14122.00

c) Puddle Flange (400 mm) Each 2 8349.00 0.00 16698.00

TOTAL FOR OHT WATER SUPPLY WORK 945050.00 3484639.00

B) SANITARY INSTALLATION

2.01 17.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand

cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with

manually controlled device (handle lever) conforming to IS : 7231, with all fittings and

fixtures complete, including cutting and making good the walls and floors wherever

Digitally signed by Rakesh

SI.No. DSR- Description of Item UNIT TOTAL QTY DSR RATE MR RATE DSR AMOUNT MR AMOUNT

17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot Each 1 6767.40 6767.40 0.00

2.02 17.2 Providing and fixing white vitreous china pedestal type water closet (European type W.C.

pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe,

with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and

fixtures complete, including cutting and making good the walls and floors wherever required

17.2.1 W.C. pan with ISI marked white solid plastic seat and lid Each 2 6515.55 13031.10 0.00

2.03 18.21.2.1 Providing and fixing uplasticised PVC connection pipe with brass unions : 45 cm length , 15 Each 10 97.75 977.50 0.00

mm nominal bore

2.04 17.7 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P.

brass waste of standard pattern, including painting of fittings and brackets, cutting and

making good the walls wherever require :

17.7.4 White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass Each 3 1879.20 5637.60 0.00

2.05 17.23 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal Each 2 1648.95 3297.90 0.00

basin of 430x260x350 mm or 340x410x265 mm sizes respectively.

2.06 17.75 Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with 1/2" BSP thread Each 2 107.20 214.40 0.00

and shapes, weighing not less than 60 gms.

2.07 17.76 Providing and fixing PTMT urinal cock of approved quality and colour.

17.76.1 15 mm nominal bore, 80 mm long, 42 mm high and 30mm wide with BSP female threads Each 2 175.40 350.80 0.00

weighing not less than 48 gms

2.08 17.28 Providing and fixing P.V.C. waste pipe for urinal including P.V.C. waste fittings complete.

17.28.2 Flexible pipe

2.09 17.31 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) Each 3 1607.95 4823.85 0.00

complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws

and washers complete.

2.10 17.71 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm Each 3 168.35 505.05 0.00

distance from wall of standard shape with bracket of the same materials with snap fittings of

approved quality and colour, weighing not less than 105 gms.

2.11 17.70 Providing and fixing PTMT Bottle Trap for Wash basin

17.70.1 Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe Each 3 367.10 1101.30 0.00

260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water

seal, weighing not less than 260 gms

2.12 17.73 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP

brass screws with concealed fittings arrangement of approved quality and colour.

17.73.1 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 Each 3 673.40 2020.20 0.00

mm, weighing not less than 170 gms

2.13 17.72 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with Each 3 231.95 695.85 0.00

minimum distances of 37 mm from wall face with concealed fittings arrangement of

approved quality and colour, weighing not less than 88 gms.

2.14 MR Providing ,Fixing of straight / offset type flexible single body push fit type WC pan connector Each 3 750.00 0.00 2250.00

of with integral single mould sealing fins made of flexible EVA body to be fixed with

manufacture supplied grease, including rubber bush / adaptor for use with C.I pipe as

supplied with the pan connector.

2.15 18.15.1 Providing and fixing brass bib cock of approved quality : 15 mm nominal bore Each 2 353.25 706.50 0.00

2.16 17.16A Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. Each 2 349.15 698.30 0.00

triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in -

2.17 18.51 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS

standards and weighing not less than 690 gms.

2.18 18.53.1 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved Each 10 574.30 5743.00 0.00

quality conforming to IS:8931 15mm nominal bore

TOTAL COST FOR SANITARY INSTALLATION 47609.00 2250.00

C) WATER SUPPLY

3.01 18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for

hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe

with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC

solvent cement and the cost of cutting chases and making good the same including testing of

joints complete as per direction of Engineer in Charge.

Concealed work, including cutting chases and making good the walls etc.

b) 18.8.2 20mm nominal bore Metre 9 537.60 4838.40 0.00

3.02 18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for

hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing

the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one

step CPVC solvent cement and testing of joints complete as per direction of Engineer in

Digitally signed by Rakesh

SI.No. DSR- Description of Item UNIT TOTAL QTY DSR RATE MR RATE DSR AMOUNT MR AMOUNT

Internal work - Exposed on wall

a) 18.7.2 20mm nominal bore Metre 27 335.00 9045.00 0.00

3.03 18.17 Providing and fixing brass/bronze lever operated ball valve of full flow with stainless steel

ball (AISI 304 and spindle AISI 410) with setting and gland of superior quality having

minimum working pressure of 16 kg/cm2.

a) 18.17.1A 20 mm nominal bore Each 6 539.95 3239.70 0.00

3.04 18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : Ltr. 1500 11.00 16500.00 0.00

12701 marked, with cover and suitable locking arrangement and making necessary holes for

inlet, outlet and overflow pipes but without fittings and the base support for tank. Circular

TOTAL COST FOR WATER SUPPLY 47064.00 0.00

D) INTERNAL DRAINAGE

Providing and fixing soil, waste and vent pipes

4.01 MR Providing, fixing & testing uPVC SWR pipes confirming to IS 13592 (Type B) alongwith all

required fittings like tees, bends, crosses with or without access doors jointed with approved

solvent cement as per manufacturer's recommendations, fixed to walls and ceilings with

clamps complete including cutting and making good the floors and walls where required

complete of outer diameter.

a) 110 OD mm dia Pipes Metre 24 498.00 0.00 11952.00

b) 40 OD mm dia Pipes Metre 6 228.00 0.00 1368.00

C) 63 OD mm dia Pipes Metre 6 242.00 0.00 1452.00

4.02 MR Providing and Fixing 110x110 mm uPVC 'P' trap with Height riser/Saddle as required size

ftting with seal 50 mm of self cleansing design floor/urinal trap without vent suspended

with supporting clamp or in sunken portion including cutting and making good the walls and

floors wherever required complete in all respects.

a) 110 mm inlet & 110 mm outlet Each 6 1274.00 0.00 7644.00

4.03 MR Providing and Fixing uPVC floor drain of following size inlet and outlet including cutting and

making good the walls and floors wherever required complete in all respects.

4.04 MR Providing and fixing 125 mm dia, 3 mm thick Stainless steel grating with frame for floor

traps or drains of required pattern including cutting and making good the floors complete.

4.05 MR Providing & fixing PVC clean out plug with suitable insert keys for opening in: brass cap, male

threaded joint with threaded uPVC socket fixed to uPVC pipe joints as required complete in

TOTAL COST FOR INTERNAL DRAINAGE 0.00 30288.00

E) RAIN WATER WORK

5.01 12.41 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS :

13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap

for thermal expansion, (i) Single socketed pipes.

5.02 12.42 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for

unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing

with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.

a) 12.42.2 Single Push fit coupler

b) 12.42.3 Single Tee with door

c) 12.42.5 Bend 87.5 Deg

d) 12.42.6 Shoe (Plain)

5.03 12.44 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter Each 3 54.70 164.10 0.00

and weighing not less than 440 grams.

5.04 12.43 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC

rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of

required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4

coarse sand) and making good the wall etc. complete.

5.05 12.22 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 Each 3 298.25 894.75 0.00

cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet

1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand)

and a coat of neat cement, rounding the edges and making and finishing the outlet

TOTAL COST FOR RAIN WATER WORK 10880.00 0.00

F) EXTERNAL SEWAGE WORK

Digitally signed by Rakesh

SI.No. DSR- Description of Item UNIT TOTAL QTY DSR RATE MR RATE DSR AMOUNT MR AMOUNT

6.01 2.10 Excavating trenches of required width for pipes, cables, etc including excavation for sockets,

anddressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the

excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in

depth, including consolidatingeach deposited layer by ramming, watering, etc. and disposing

of surplus excavated soil as directed,within a lead of 50 m :

2.10.1 All kinds of soil

2.10.1.2 Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia metre 30.00 352.15 10564.50 0.00

6.02 2.8 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in

foundation trenches or drains (not exceeding 1.5 m in width or 10 Sqm on plan), including

dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the

excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

6.03 19.1 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement

mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc.

6.04 19.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone

aggregate 40 mm nominal size) all-round sw pipes including bed concrete as per standard

6.05 19.4 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick

masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside) the

weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per

standard design:

19.4.1 100x100 mm size P type.

19.4.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 3.00 2707.65 8122.95 0.00

6.06 19.7 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with

R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm

nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone

aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1

cement : 3 coarse sand) finished with floating coat of neat cement and making channels in

cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal

size) finished with a floating coat of neat cement complete as per standard design :

19.7.1 Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm

internal dimensions,total weight of cover and frame to be not less than 38 kg (weight of

cover 23 kg and weight of frame 15 kg) :

19.7.1.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 Each 6.00 12770.55 76623.30 0.00

6.07 19.8 Extra for depth for manholes:

19.8.1 Size 90x80x90 cm

19.8.1.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 Mtr 0.60 8825.40 5295.24 0.00

6.08 19.16 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per Each 18.00 553.70 9966.60 0.00

IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as

23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum

112 mm space between protruded legs having 2 mm tread on top surface by ribbing or

chequering besides necessary and adequate anchoring projections on tail length on 138 mm

as per standard drawing and suitable to with stand the bend test and chemical resistance

test as per specifications and having manufacture's permanent identification mark to be

visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete

block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

complete as per design.

TOTAL FOR EXTERNAL SEWAGE WORK 168144.00 0.00

G) SEPTIC TANK & SOAK PIT WORK

Construction of septic tnak of size 1.5x0.75x1.05 m liquid depth for 5 users according to IS

2470 (Part 1)-1985 in brick work for following size

7.01 2.8 Earthwork in excavation by mechanical means ( Hydraulic excavator) / manual means in

foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including

dressing of sides and ramming of bottoms, lift up to 1.5m, including getting out the

excavated soil and disposal of surplus excavated soil as directed, with in a lead of 50m.

7.02 2.26 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or

stacked materials

2.26.1 All kinds of soil

Qty for 1.5-3.0 M depth Septic tank Cum 3.00 126.8 380.40 0.00

7.03 19.16 Providing orange color safety foot rest of minimum 6mm thick plastic encapsulated as per Nos 14.00 553.7 7751.80 0.00

IS : 10910 on12mm dia steel bar conforming to IS :1786 having minimum cross section as

23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum

112mm space between protrude legs having 2mm tread on top surface by ribbing or

chequering besides necessary and adequate anchoring projections on tail length on 138mm

as per standard drawing and suitable to with dtand the bend test and chemical resistance

test as per specifications and having manufacture's permanent identification make to be

visible even after fixing, including fixing in manholes with 30x20x15cm cement concrete

block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size)

complete as per design.

7.04 13.7 12 mm cement plaster finished with a floating coat of neat cement of mix :

7.05 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of

centering and shuttering - All work up to plinth level :

Digitally signed by Rakesh

SI.No. DSR- Description of Item UNIT TOTAL QTY DSR RATE MR RATE DSR AMOUNT MR AMOUNT

4.1.8 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) Cum 7.20 6812 49046.40 0.00

7.06 6.36 Brick work with modular extruded brunt fly ash clay sewer bricks (Conforming to IS: 4885 ) in

cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth :

6.36.1 Cement mortar 1:6 (1 cement :6 coarse sand) Cum 18.00 7197.75 129559.50 0.00

7.07 5.1 Providing and laying in position specified grade of reinforced cement concrete, excluding the

cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :

5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) Cum 7.20 9045.75 65129.40 0.00

7.08 5.9 Centering and shuttering including strutting, propping etc. and removal of form for

5.9.3 Suspended floors, roofs, landings, balconies and access platform Sqm 21.60 927.25 20028.60 0.00

7.09 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in

position and binding all complete upto plinth level.

7.10 19.32 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft

with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard

19.32.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 2.00 26861.80 53723.60 0.00

TOTAL COST FOR SEPTIC TANK & SOAK PIT WORK 397991.00 0.00

H) EXTERNAL STORM WORK

8.01 2.10 Excavating trenches of required width for pipes, cables, etc including excavation for sockets,

anddressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the

excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in

depth, including consolidatingeach deposited layer by ramming, watering, etc. and disposing

of surplus excavated soil as directed,within a lead of 50 m :

2.10.1 All kinds of soil

2.10.1.2 Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia metre 12.00 352.15 4225.80 0.00

8.02 2.8 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in

foundation trenches or drains (not exceeding 1.5 m in width or 10 Sqm on plan), including

dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the

excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

8.03 19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with

stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including

testing of joints etc. complete :

8.04 19.3 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone

aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per

standard design :

8.05 19.16 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per Each 6.00 553.70 3322.20 0.00

IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as

23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum

112 mm space between protruded legs having 2 mm tread on top surface by ribbing or

chequering besides necessary and adequate anchoring projections on tail length on 138 mm

as per standard drawing and suitable to with stand the bend test and chemical resistance

test as per specifications and having manufacture's permanent identification mark to be

visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete

block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

complete as per design.

8.06 19.27 Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar

1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with

frame complete as per standard design :

19.27.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 3.00 5957.90 17873.70 0.00

8.07 19.21 Making connection of drain or sewer line with existing manhole including breaking into and

making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4

graded stone aggregate 20 mm nominal size) cement plastered on both sides

with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat

cement and making necessary channels for the drain etc. complete :

a) 19.21.1 For pipes 100 to 250 mm diameter Each 3.00 810.45 2431.35 0.00

TOTAL COST FOR EXTERNAL STORM WORK 43968.00 0.00

I) EXTERNAL WATER SUPPLY

8.01 18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for

hot & cold water supply including all CPVC plain & brass threaded fittings This includes

jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing

of joints complete as per direction of Engineer in Charge.

a) 18.9.2 20mm dia nominal bore Metre 30 274.30 8229.00 0.00

8.02 18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :

8.03 18.13 Making connection of G.I. distribution branch with G.I. main of following sizes by providing

and fixing tee, including cutting and threading the pipe etc. complete :

Digitally signed by Rakesh

SI.No. DSR- Description of Item UNIT TOTAL QTY DSR RATE MR RATE DSR AMOUNT MR AMOUNT

TOTAL COST FOR EXTERNAL WATER SUPPLY 9849.00 0.00

Digitally signed by Rakesh

PLUMBING WORKS FOR RCC OHT, OFFICE & GUARD ROOM AT SECTOR-5

S.H. No. DESCRIPTION OF SUB-HEAD DSR Amount (Rs) MR Amount (Rs)

1 OHT WATER SUPPLY WORK : 572309.00 2318192.00

2 SANITARY INSTALLATION : 30724.00 1500.00

3 WATER SUPPLY : 31376.00 0.00

4 INTERNAL DRAINAGE : 0.00 21188.00

5 RAIN WATER WORK : 7253.00 0.00

6 EXTERNAL SEWAGE WORK : 110742.00 0.00

7 SEPTIC TANK & SOAK PIT WORK : 198995.00 0.00

8 EXTERNAL STORM WORK : 37200.00 0.00

9 EXTERNAL WATER SUPPLY : 6566.00 0.00

GRAND TOTAL (DSR + MR ) 33,36,045.00

GRAND TOTAL (DSR + MR ) 33,36,045.00

Digitally signed by Rakesh

PROJECT-RCC OHT AT SECTOR-5

DETAILED ESTIMATE OF INTERNAL & EXTERNAL PLUMBING

SI.No. DSR- Description of Item UNIT TOTAL QTY DSR RATE MR RATE DSR AMOUNT MR AMOUNT

A) OHT WATER SUPPLY WORK

1.01 DSR E&M- Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming

2022 18.7 to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts

bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support

frame and painting with two or more coats of synthetic enamel paint of required shade

complete as required :

b) 18.7.11 300 mm dia Pipe (Wall Thickness 7.1) Metre 40 4546.45 181858.04 0.00

b) MR 400 mm dia Pipe (Wall Thickness 7.1) Metre 40 8334.00 0.00 333360.00

1.02 DSR E&M- Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming

2022 18.6 to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts

bolts, gaskets etc. in ground including welding, excavation & Providing cement concrete

blocks as support, anti corrosive treatment with coaltar/ asphalt tape as per IS 10221,

refilling the trench etc. of following sizes complete as required

b) MR 300 mm dia Pipe (Wall Thickness 7.1) Metre 50 6732.00 0.00 336600.00

c) MR 400 mm dia Pipe (Wall Thickness 7.1) Metre 50 7949.00 0.00 397450.00

1.03 18.31 Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions

etc. (the tail pieces if required will be paid separately) :

a) 18.31.1.2 100 mm diameter Class II Each 2 4985.85 9971.70 0.00

b) 18.31.6.2 300 mm diameter Class II Each 1 30203.00 30203.00 0.00

b) MR 400 mm diameter Class II Each 1 208166.02 0.00 208166.02

1.04 18.34 Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1

cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm

bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1

cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary

excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate

40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse

sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard

a) 18.34.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 Metre 4 18896.70 75586.80 0.00

1.05 18.35 Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4

(1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160

mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix

(1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary

excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate

40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse

sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard

a) 18.35.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 Metre 2 26163.40 52326.80 0.00

1.06 16.8 Providing and fixing in position the industrial type pressure gauges with gun metal / brass Each 4 1271.35 5085.39 0.00

valves complete as required

1.07 MR Supply, installation, testing and commissiong of Woltmann Type Water meter with (Up to

90Deg/C) Irrigation water meter. Having magnetic drive, hermatically sealed totaliser

retrofittable for pulse output, suitable for load water up to 30% for use in Water supply as

per the direction of the Engineer-In-charge.

1.08 MR Supply, installation, testing and commissiong of Fully Automatic Water Level Controller and Each 1 71132.00 0.00 71132.00

Indicator with ultrasonic sensor, including cable to the over head tank & water level

indicator shall be mounted in the suitable place as per the direction of the Engineer-In-

1.09 MR Providing, fixing, testing and commissioning moterise Butterfly Valve (Wafer Type), PN-1.0

with Electrical Actuator Body S.G. Iron, Electrical Actuator Operated, S.S-304 Disc,

Nitrile/EPDM Rubber Lining. Seat Test Pressure 1.1 MPa (Hyd.) of following sizes, for filling

of overhead tanks complete with high & low level switchs & pressure switch to control the

valve. The level controller shalll be installed in over head tank. The level switch will close the

valve when water level is high & open the valve when level is low in the tank. The system

should be complete in all respect with accessories, 220V AC / 24 V DC, IP 67 water level

control unit, Control Panel control wiring in whether proof casing etc. Control Panel with

Sensor for Butterfly Valve with Actuator

1.10 MR Providing and fixing following dia 750mm length, 'C' class heavy duty MS pipe conforming

to IS 3589/IS 1239 with 6mm thick M.S. Plate of suitable size and welded all-round the pipe

fixed in walls, beams and top slab of R.C.C tanks, and painting with two or more coats of

synthetic enamel paint of required shade complete etc. complete all as per the directions

and to the satisfaction of Engineer-in-charge.

a) Puddle Flange (100 mm) Each 2 4014.00 0.00 8028.00

b) Puddle Flange (300 mm) Each 1 7061.00 0.00 7061.00

c) Puddle Flange (400 mm) Each 1 8349.00 0.00 8349.00

TOTAL FOR OHT WATER SUPPLY WORK 572309.00 2318192.00

B) SANITARY INSTALLATION

Digitally signed by Rakesh

SI.No. DSR- Description of Item UNIT TOTAL QTY DSR RATE MR RATE DSR AMOUNT MR AMOUNT

2.01 17.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand

cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with

manually controlled device (handle lever) conforming to IS : 7231, with all fittings and

fixtures complete, including cutting and making good the walls and floors wherever

17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot Each 1 6767.40 6767.40 0.00

2.02 17.2 Providing and fixing white vitreous china pedestal type water closet (European type W.C.

pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe,

with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and

fixtures complete, including cutting and making good the walls and floors wherever required

17.2.1 W.C. pan with ISI marked white solid plastic seat and lid Each 1 6515.55 6515.55 0.00

2.03 18.21.2.1 Providing and fixing uplasticised PVC connection pipe with brass unions : 45 cm length , 15 Each 6 97.75 586.50 0.00

mm nominal bore

2.04 17.7 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P.

brass waste of standard pattern, including painting of fittings and brackets, cutting and

making good the walls wherever require :

17.7.4 White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass Each 2 1879.20 3758.40 0.00

2.05 17.23 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal Each 1 1648.95 1648.95 0.00

basin of 430x260x350 mm or 340x410x265 mm sizes respectively.

2.06 17.75 Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with 1/2" BSP thread Each 1 107.20 107.20 0.00

and shapes, weighing not less than 60 gms.

2.07 17.76 Providing and fixing PTMT urinal cock of approved quality and colour.

17.76.1 15 mm nominal bore, 80 mm long, 42 mm high and 30mm wide with BSP female threads Each 1 175.40 175.40 0.00

weighing not less than 48 gms

2.08 17.28 Providing and fixing P.V.C. waste pipe for urinal including P.V.C. waste fittings complete.

17.28.2 Flexible pipe

2.09 17.31 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) Each 2 1607.95 3215.90 0.00

complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws

and washers complete.

2.10 17.71 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm Each 2 168.35 336.70 0.00

distance from wall of standard shape with bracket of the same materials with snap fittings of

approved quality and colour, weighing not less than 105 gms.

2.11 17.70 Providing and fixing PTMT Bottle Trap for Wash basin

17.70.1 Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe Each 2 367.10 734.20 0.00

260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water

seal, weighing not less than 260 gms

2.12 17.73 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP

brass screws with concealed fittings arrangement of approved quality and colour.

17.73.1 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 Each 2 673.40 1346.80 0.00

mm, weighing not less than 170 gms

2.13 17.72 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with Each 2 231.95 463.90 0.00

minimum distances of 37 mm from wall face with concealed fittings arrangement of

approved quality and colour, weighing not less than 88 gms.

2.14 MR Providing ,Fixing of straight / offset type flexible single body push fit type WC pan connector Each 2 750.00 0.00 1500.00

of with integral single mould sealing fins made of flexible EVA body to be fixed with

manufacture supplied grease, including rubber bush / adaptor for use with C.I pipe as

supplied with the pan connector.

2.15 18.15.1 Providing and fixing brass bib cock of approved quality : 15 mm nominal bore Each 1 353.25 353.25 0.00

2.16 17.16A Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. Each 1 349.15 349.15 0.00

triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in -

2.17 18.51 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS

standards and weighing not less than 690 gms.

2.18 18.53.1 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved Each 6 574.30 3445.80 0.00

quality conforming to IS:8931 15mm nominal bore

TOTAL COST FOR SANITARY INSTALLATION 30724.00 1500.00

C) WATER SUPPLY

Digitally signed by Rakesh

SI.No. DSR- Description of Item UNIT TOTAL QTY DSR RATE MR RATE DSR AMOUNT MR AMOUNT

3.01 18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for

hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe

with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC

solvent cement and the cost of cutting chases and making good the same including testing of

joints complete as per direction of Engineer in Charge.

Concealed work, including cutting chases and making good the walls etc.

a) 18.8.1 15mm nominal bore Metre 18 497.80 8960.40 0.00

b) 18.8.2 20mm nominal bore Metre 6 537.60 3225.60 0.00

3.02 18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for

hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing

the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one

step CPVC solvent cement and testing of joints complete as per direction of Engineer in

Internal work - Exposed on wall

a) 18.7.2 20mm nominal bore Metre 18 335.00 6030.00 0.00

3.03 18.17 Providing and fixing brass/bronze lever operated ball valve of full flow with stainless steel

ball (AISI 304 and spindle AISI 410) with setting and gland of superior quality having

minimum working pressure of 16 kg/cm2.

a) 18.17.1A 20 mm nominal bore Each 4 539.95 2159.80 0.00

3.04 18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : Ltr. 1000 11.00 11000.00 0.00

12701 marked, with cover and suitable locking arrangement and making necessary holes for

inlet, outlet and overflow pipes but without fittings and the base support for tank. Circular

TOTAL COST FOR WATER SUPPLY 31376.00 0.00

D) INTERNAL DRAINAGE

Providing and fixing soil, waste and vent pipes

4.01 MR Providing, fixing & testing uPVC SWR pipes confirming to IS 13592 (Type B) alongwith all

required fittings like tees, bends, crosses with or without access doors jointed with approved

solvent cement as per manufacturer's recommendations, fixed to walls and ceilings with

clamps complete including cutting and making good the floors and walls where required

complete of outer diameter.

a) 110 OD mm dia Pipes Metre 18 498.00 0.00 8964.00

b) 40 OD mm dia Pipes Metre 4 228.00 0.00 912.00

C) 63 OD mm dia Pipes Metre 4 242.00 0.00 968.00

4.02 MR Providing and Fixing 110x110 mm uPVC 'P' trap with Height riser/Saddle as required size

ftting with seal 50 mm of self cleansing design floor/urinal trap without vent suspended

with supporting clamp or in sunken portion including cutting and making good the walls and

floors wherever required complete in all respects.

a) 110 mm inlet & 110 mm outlet Each 4 1274.00 0.00 5096.00

4.03 MR Providing and Fixing uPVC floor drain of following size inlet and outlet including cutting and

making good the walls and floors wherever required complete in all respects.

4.04 MR Providing and fixing 125 mm dia, 3 mm thick Stainless steel grating with frame for floor

traps or drains of required pattern including cutting and making good the floors complete.

4.05 MR Providing & fixing PVC clean out plug with suitable insert keys for opening in: brass cap, male

threaded joint with threaded uPVC socket fixed to uPVC pipe joints as required complete in

TOTAL COST FOR INTERNAL DRAINAGE 0.00 21188.00

E) RAIN WATER WORK

5.01 12.41 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS :

13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap

for thermal expansion, (i) Single socketed pipes.

5.02 12.42 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for

unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing

with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.

a) 12.42.2 Single Push fit coupler

b) 12.42.3 Single Tee with door

c) 12.42.5 Bend 87.5 Deg

d) 12.42.6 Shoe (Plain)

5.03 12.44 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter Each 2 54.70 109.40 0.00

and weighing not less than 440 grams.

Digitally signed by Rakesh

SI.No. DSR- Description of Item UNIT TOTAL QTY DSR RATE MR RATE DSR AMOUNT MR AMOUNT

5.04 12.43 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC

rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of

required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4

coarse sand) and making good the wall etc. complete.

5.05 12.22 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 Each 2 298.25 596.50 0.00

cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet

1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand)

and a coat of neat cement, rounding the edges and making and finishing the outlet

TOTAL COST FOR RAIN WATER WORK 7253.00 0.00

F) EXTERNAL SEWAGE WORK

6.01 2.10 Excavating trenches of required width for pipes, cables, etc including excavation for sockets,

anddressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the

excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in

depth, including consolidatingeach deposited layer by ramming, watering, etc. and disposing

of surplus excavated soil as directed,within a lead of 50 m :

2.10.1 All kinds of soil

2.10.1.2 Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia metre 25.00 352.15 8803.75 0.00

6.02 2.8 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in

foundation trenches or drains (not exceeding 1.5 m in width or 10 Sqm on plan), including

dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the

excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

6.03 19.1 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement

mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc.

6.04 19.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone

aggregate 40 mm nominal size) all-round sw pipes including bed concrete as per standard

6.05 19.4 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick

masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside) the

weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per

standard design:

19.4.1 100x100 mm size P type.

19.4.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 2.00 2707.65 5415.30 0.00

6.06 19.7 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with

R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm

nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone

aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1

cement : 3 coarse sand) finished with floating coat of neat cement and making channels in

cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal

size) finished with a floating coat of neat cement complete as per standard design :

19.7.1 Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm

internal dimensions,total weight of cover and frame to be not less than 38 kg (weight of

cover 23 kg and weight of frame 15 kg) :

19.7.1.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 Each 3.00 12770.55 38311.65 0.00

6.07 19.8 Extra for depth for manholes:

19.8.1 Size 90x80x90 cm

19.8.1.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 Mtr 0.60 8825.40 5295.24 0.00

Digitally signed by Rakesh

SI.No. DSR- Description of Item UNIT TOTAL QTY DSR RATE MR RATE DSR AMOUNT MR AMOUNT

6.08 19.16 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per Each 9.00 553.70 4983.30 0.00

IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as

23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum

112 mm space between protruded legs having 2 mm tread on top surface by ribbing or

chequering besides necessary and adequate anchoring projections on tail length on 138 mm

as per standard drawing and suitable to with stand the bend test and chemical resistance

test as per specifications and having manufacture's permanent identification mark to be

visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete

block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

complete as per design.

TOTAL FOR EXTERNAL SEWAGE WORK 110742.00 0.00

G) SEPTIC TANK & SOAK PIT WORK

Construction of septic tnak of size 1.5x0.75x1.05 m liquid depth for 5 users according to IS

2470 (Part 1)-1985 in brick work for following size

7.01 2.8 Earthwork in excavation by mechanical means ( Hydraulic excavator) / manual means in

foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including

dressing of sides and ramming of bottoms, lift up to 1.5m, including getting out the

excavated soil and disposal of surplus excavated soil as directed, with in a lead of 50m.

7.02 2.26 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or

stacked materials

2.26.1 All kinds of soil

Qty for 1.5-3.0 M depth Septic tank Cum 1.50 126.8 190.20 0.00

7.03 19.16 Providing orange color safety foot rest of minimum 6mm thick plastic encapsulated as per Nos 7.00 553.7 3875.90 0.00

IS : 10910 on12mm dia steel bar conforming to IS :1786 having minimum cross section as

23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum

112mm space between protrude legs having 2mm tread on top surface by ribbing or

chequering besides necessary and adequate anchoring projections on tail length on 138mm

as per standard drawing and suitable to with dtand the bend test and chemical resistance

test as per specifications and having manufacture's permanent identification make to be

visible even after fixing, including fixing in manholes with 30x20x15cm cement concrete

block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size)

complete as per design.

7.04 13.7 12 mm cement plaster finished with a floating coat of neat cement of mix :

7.05 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of

centering and shuttering - All work up to plinth level :

4.1.8 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) Cum 3.60 6812 24523.20 0.00

7.06 6.36 Brick work with modular extruded brunt fly ash clay sewer bricks (Conforming to IS: 4885 ) in

cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth :

6.36.1 Cement mortar 1:6 (1 cement :6 coarse sand) Cum 9.00 7197.75 64779.75 0.00

7.07 5.1 Providing and laying in position specified grade of reinforced cement concrete, excluding the

cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :

5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) Cum 3.60 9045.75 32564.70 0.00

7.08 5.9 Centering and shuttering including strutting, propping etc. and removal of form for

5.9.3 Suspended floors, roofs, landings, balconies and access platform Sqm 10.80 927.25 10014.30 0.00

7.09 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in

position and binding all complete upto plinth level.

7.10 19.32 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft

with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard

19.32.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 1.00 26861.80 26861.80 0.00

TOTAL COST FOR SEPTIC TANK & SOAK PIT WORK 198995.00 0.00

H) EXTERNAL STORM WORK

8.01 2.10 Excavating trenches of required width for pipes, cables, etc including excavation for sockets,

anddressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the

excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in

depth, including consolidatingeach deposited layer by ramming, watering, etc. and disposing

of surplus excavated soil as directed,within a lead of 50 m :

2.10.1 All kinds of soil

2.10.1.2 Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia metre 12.00 352.15 4225.80 0.00

8.02 2.8 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in

foundation trenches or drains (not exceeding 1.5 m in width or 10 Sqm on plan), including

dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the

excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

8.03 19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with

stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including

testing of joints etc. complete :

Digitally signed by Rakesh

SI.No. DSR- Description of Item UNIT TOTAL QTY DSR RATE MR RATE DSR AMOUNT MR AMOUNT

8.04 19.3 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone

aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per

standard design :

8.05 19.16 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per Each 6.00 553.70 3322.20 0.00

IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as

23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum

112 mm space between protruded legs having 2 mm tread on top surface by ribbing or

chequering besides necessary and adequate anchoring projections on tail length on 138 mm

as per standard drawing and suitable to with stand the bend test and chemical resistance

test as per specifications and having manufacture's permanent identification mark to be

visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete

block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

complete as per design.

8.06 19.27 Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar

1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with

frame complete as per standard design :

19.27.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 2.00 5957.90 11915.80 0.00

8.07 19.21 Making connection of drain or sewer line with existing manhole including breaking into and

making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4

graded stone aggregate 20 mm nominal size) cement plastered on both sides

with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat

cement and making necessary channels for the drain etc. complete :

a) 19.21.1 For pipes 100 to 250 mm diameter Each 2.00 810.45 1620.90 0.00

TOTAL COST FOR EXTERNAL STORM WORK 37200.00 0.00

I) EXTERNAL WATER SUPPLY

8.01 18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for

hot & cold water supply including all CPVC plain & brass threaded fittings This includes

jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing

of joints complete as per direction of Engineer in Charge.

a) 18.9.2 20mm dia nominal bore Metre 20 274.30 5486.00 0.00

8.02 18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :

8.03 18.13 Making connection of G.I. distribution branch with G.I. main of following sizes by providing

and fixing tee, including cutting and threading the pipe etc. complete :

TOTAL COST FOR EXTERNAL WATER SUPPLY 6566.00 0.00

Digitally signed by Rakesh

CIVIL ESTIMATE OF EXTERNAL BOUNDRY WALL FOR (SECTOR-4, 1 & 5) RCC OVERHEAD TANK AT BHILAI STEEL PLANT (CHHATTISHGARH)

Sl No. SOR No. Description of work Unit Rate (Rs.) Quantity D.S.R-2023

SUB-HEAD-1 EARTHWORKS

1 2.6 Earth work in excavation by mechanical means (Hydraulic

excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in

width as well as 10 sqm on plan) including getting out and disposal of

excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-

2 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of

foundations etc. in layers not exceeding 20cm in depth, consolidating each

deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5

3 2.27 Supplying and filling in plinth with sand under floors, including watering,

ramming, consolidating and dressing complete.. Cum. 2123.75 21.13 44,880.00

SUB-HEAD-2 MASONARY WORKS

4 6.34 Brick work with non modular fly ash bricks conforming to IS:12894,

class designation 10 average compressive strength in super structure

above plinth level up to floor V level in :

6.34.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum. 8752.55 131.37 11,49,783.00

SUB-HEAD-3 CONCRETE WORKS

5 4.1 Providing and laying in position cement concrete of specified grade

excluding the cost of centering and shuttering - All work up to plinth level :

4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone

aggregate 20 mm nominal size) cum 7294.70 24.08 1,75,656.00

6 5.33 Providing and laying in position machine batched and machine mixed design

mix M-25 grade cement concrete for reinforced cement concrete work,

using cement content as per approved design mix, including pumping of

concrete to site of laying but excluding the cost of centering, shuttering,

finishing and reinforcement, including admixtures in recommended

proportions as per IS: 9103 to accelerate, retard setting of concrete, improve

workability without impairing strength and durability as per direction of

Engineer-in-charge.

6.1 5.33.1.1 Concrete of M25 grade with minimum cement

6.2 5.33.2.1 All works above plinth level upto floor V level Cum. 9860.40 40.05 3,94,872.00

SUB-HEAD-4 CENTERING AND SHUTTERING WORK

7 5.9 Centering and shuttering including strutting, propping etc. and removal of

7.1 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete Sqm 392.15 210.00 82,352.00

7.2 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm 736.40 198.51 1,46,182.00

7.3 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 961.30 172.28 1,65,616.00

SUB-HEAD-5 STEEL WORK

8 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending,

placing in position and binding all complete upto plinth level.

8.1 5.22.6 Thermo-Mechanically Treated bars Kg. 107.85 3788.38 4,08,577.00

8 5.22A Steel reinforcement for R.C.C. work including straightening, cutting, bending,

placing in position and binding all complete above plinth level.

8.2 5.22A.6 Thermo-Mechanically Treated bars Kg. 107.85 6006.92 6,47,847.00

9 10.25 Steel work welded in built up sections/ framed work, including

cutting, hoisting, fixing in position and applying a priming coat of

approved steel primer using structural steel etc. as required.

10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates

and similar works Kg. 172.60 444.60 76,738.00

Digitally signed by Rakesh

Sl No. SOR No. Description of work Unit Rate (Rs.) Quantity D.S.R-2023

10 16.53 Providing and fixing concertina coil fencing with punched tape

concertina coil 600 mm dia 10 metre openable length ( total length

90 m), having 50 nos rounds per 6 metre length, upto 3 m height of

wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart

and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with

G.I. staples and G.I. clips to retain horizontal, including necessary

bolts or G.I. barbed wire tied to angle iron, all complete as per

direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) /

Spring core (2.5mm thick) wire of high tensile strength of 165 kg/

sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost

of M.S. angle, C.C. blocks shall be paid separately)

SUB-HEAD-6 PLASTER & FINISHING WORK

11 13.15 20 mm cement plaster of mix ; sqm 520.55 1505.18 7,83,520.00

12 13.47.1 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone

additives of required shade: New work

(Two or more coats applied @ 1.43 ltr/10 sqm

over and including priming coat of exterior primer applied

GR. TOTAL 49,56,740.00

Digitally signed by Rakesh

BOQ OF PAVER BLOCK PATHWAY FOR (SECTOR-4, 1 & 5 ) RCC OVERHEAD TANK AT

BHILAI STEEL PLANT AT BHILAI ( CHHATTISHGARH)

Sl. No. DSR -2023 DESCRIPTION UNIT QTY. Amount

1 2.6.1 Earth work in excavation by mechanical means (Hydraulic

excavator)/manual means over areas (exceeding 30 cm in depth,

1.5 m in width as well as 10 sqm on plan) including getting out

and disposal of excavated earth lead upto 50 m and lift upto 1.5

m, as directed by Engineer-in-charge.All kinds of soils

2 2.27 Supplying and filling in plinth with sand under floors, including

watering, ramming, consolidating and dressing complete. Cum 57.79 2123.75 1,22,735.76

3 4.1.5 Providing and laying in position cement concrete of specified

grade excluding the cost of centering and shuttering - All work up

to plinth level : 1 :3:6 (1 Cement : 3 coarse sand (zone-Ill) derived

from natural sources : 6 graded stone aggregate 20 mm nominal

size derived from natural sources)

4 16.91.2 Providing and laying factory made chamfered edge Cement

Concrete paver blocks in footpath, parks, lawns, drive ways or

light traffic parking etc, of required strength, thickness & size/

shape, made by table vibratory method using PU mould, laid in

required colour & pattern over 50 mm thick compacted bed of

sand, compacting and proper embedding/laying of inter locking

paver blocks into the sand bedding layer through vibratory

compaction by using plate vibrator, filling the joints with sand and

cutting of paver blocks as per required size and pattern, finishing

and sweeping extra sand. complete all as per direction of

Engineer-in-Charge. 80 mm

thick C.C. paver block of M-35 grade with approved

colour design and pattern. Sqm. 722.40 1091.50 7,88,499.60

5 16.69 Providing and laying at or near ground level factory made kerb

stone of M-25 grade cement concrete in position to the required

line, level andcurvature, jointed with cement mortar 1:3 (1 cement:

3 coarse sand), including making joints with or without grooves

(thickness of joints except at sharp curve shall not to more than 5

mm), including making drainage opening wherever required

complete etc. as per direction of Engineerin- charge (length of

finished kerb edging shall be measured to calculate volume for

payment). (Precast C.C. kerb stone shall be approved by

Engineer-in-charge). Cum 32.51 10117.60 328902.94

Digitally signed by Rakesh

GATE WITH GUARD ROOM (SECTOR-4, 1 & 5 ) RCC OVERHEAD TANK AT BHILAI STEEL PLANT ( CHHATTISHGARH)

Sl. No. Reference DESCRIPTION UNIT QTY. Amount

A 2.00 EARTH WORKS

1 2.6.1 Earth work in excavation by mechanical means (Hydraulic

excavator)/manual means over areas (exceeding 30 cm in depth, 1.5

m in width as well as 10 sqm on plan) including getting out and

disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as

directed by Engineer-in-charge. All kinds of soils Cum 66.14 177.50 11,739.13

2 2.25 Filling available excavated earth (excluding rock) in trenches, plinth,

sides of foundations etc. in layers not exceeding 20cm in depth,

consolidating each deposited layer by ramming and watering, lead up

to 50 m and lift upto 1.5 m. Cum 66.14 196.00 12,962.64

3 2.26.1 Extra for every additional lift of 1.5 m or part thereof in excavation /

banking excavated or stacked materials. All kinds of soil Cum 27.96 126.80 3,545.65

4 2.27 Supplying and filling in plinth with sand under floors, including

watering, ramming, consolidating and dressing complete. Cum 15.99 2123.75 33,957.36

TOTAL (Carried Over to Summary of Civil Works) 62,204.77

B 4.00 CONCRETE WORKS

1 4.1.5 Providing and laying in position cement concrete of specified grade

excluding the cost of centering and shuttering - All work up to plinth

level : 1 :3:6 (1 Cement : 3 coarse sand (zone-Ill) derived from natural

sources : 6 graded stone aggregate 20 mm nominal

size derived from natural sources) Cum 3.53 7294.70 25,732.78

2 4.11 Providing and laying damp-proof course 50mm thick with cement

concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from

natural sources : 4 graded stone aggregate 20mm nominal size

derived from natural sources). Sqm 3.64 495.75 1,803.29

3 4.12 Extra for providing and mixing water proofing material in cement

concrete work in doses by weight of cement as per manufacturer's Per 50 kg

specification. cement 1.16 18.15 21.13

4 4.13 Providing & applying a coat of residual petroleum bitumen of grade of

VG-10 of approved quality using 1.7kg per square metre on damp

proof course after cleaning the surface with brushes and finally with a

piece of cloth lightly soaked in kerosene oil. Sqm 3.64 146.15 531.62

5 4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1

cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm

nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal

size, well rammed and consolidated and grouted with fine sand,

including necessary excavation, levelling & dressing & finishing the top

TOTAL (Carried Over to Summary of Civil Works) 32,017.03

C 5.00 REINFORCED CEMENT CONCRETE WORK

1 5.33.1.1 Providing and laying in position ready mixed or site batched design

mix cement concrete for reinforced cement concrete work; using

coarse aggregate and fine aggregate derived from natural sources,

Portland Pozzolana / Ordinary Portland /Portland Slag cement,

admixtures in recommended proportions as per IS: 9103 to accelerate

/ retard setting of concrete, to improve durability and workability

without impairing strength; including pumping of concrete to site of

laying, curing, carriage for all leads; but excluding the cost of

centering, shuttering, finishing and reinforcement as per direction of

the engineer-in-charge; for the following grades of concrete. Note:

Extra cement up to 10% of the minimum specified cement content in

design mix shall be payable separately. In case the cement content in

design mix is more than 110% of the specified minimum cement

content, the contractor shall have discretion to either re-design the mix

or bear the cost of extra cement. All works upto plinth level.

Concrete of M25 grade with minimum cement content of 330 kg /cum

Digitally signed by Rakesh

Sl. No. Reference DESCRIPTION UNIT QTY. Amount

2 5.33.2.1 Providing and laying in position ready mixed or site batched design

mix cement concrete for reinforced cement concrete work; using

coarse aggregate and fine aggregate derived from natural sources,

Portland Pozzolana / Ordinary Portland /Portland Slag cement,

admixtures in recommended proportions as per IS: 9103 to accelerate

/ retard setting of concrete, to improve durability and workability

without impairing strength; including pumping of concrete to site of

laying, curing, carriage for all leads; but excluding the cost of

centering, shuttering, finishing and reinforcement as per direction of

the engineer-in-charge; for the following grades of concrete. Note:

Extra cement up to 10% of the minimum specified cement content in

design mix shall be payable separately. In case the cement content in

design mix is more than 110% of the specified minimum cement

content, the contractor shall have discretion to either re-design the mix

or bear the cost of extra cement All works above plinth level upto floor

Concrete of M25 grade with minimum cement content of 330 kg /cum

3 5.9.1 Centering and shuttering including strutting, propping etc. and removal

of form for :Foundations, footings, bases of columns, etc. for mass

4 5.9.21 Lintels, beams, plinth beams, girders, bressumers and

cantilevers with water proof ply 12 mm thick Sqm 26.85 841.95 22,608.29

5 5.9.20 Centering and shuttering including strutting, propping etc. and removal

of form for : Suspended floors, roofs, landings, balconies and access

platform with water proof ply 12 mm thick Sqm 18.60 1028.40 19,128.24

4 5.9.6 Centering and shuttering including strutting, propping etc. and removal

of form for :Columns, Pillars, Piers, Abutments, Posts and Struts.

5 5.9.19 Centering and shuttering including strutting, propping etc. and removal

of form for :Weather shade, Chajjas, corbels etc., including edges.

6 5.22.6 Steel reinforcement for R.C.C. work including straightening, cutting,

bending, placing in position and binding all complete upto plinth level.

Thermo-Mechanically Treated bars of grade Fe-500D or more.

7 5.22A.6 Steel reinforcement for R.C.C. work including straightening, cutting,

bending, placing in position and binding all complete above plinth

level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

TOTAL (Carried Over to Summary of Civil Works) 5,18,331.46

D 6.00 BRICK WORK

1 6.1.2 Brick work with common burnt clay F.P.S. (non modular) bricks of

class designation 7.5 in foundation and plinth in:

Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 4.42 7132.25 31,546.83

2 6.34.2 Brick work with non modular fly ash bricks conforming to IS:12894,

class designation 10 average compressive strength in super structure

above plinth level up to floor V level in :

Cement mortar 1:6 (1 cement : 6 Coarse sand) Cum 8.02 8752.55 70,238.12

TOTAL (Carried Over to Summary of Civil Works) 1,01,784.95

F 9.00 WOOD, WPC & uPVC WORK

1 9.21.1 Providing and fixing ISi marked flush door shutters conforming to IS :

2202 (Part I) non-decorative type, core of block board construction

with frame of 1st class hard wood and well matched commercial 3 ply

veneering with vertical grains or cross bands and face veneers on both

faces of shutters:

35 mm thick including ISi marked Stainless Steel butt hinges

with necessary screws Sqm 3.47 2392.65 8,290.53

2 9.48.2 Providing and fixing M.S. grills of required pattern in frames of

windows etc. with M.S. flats, square or round bars etc. including

priming coat with approved steel primer all complete.Fixed to openings

/wooden frames with rawl plugs screws etc. Kg 54.00 238.35 12,870.90

3 9.96.1 Providing and fixing aluminium sliding door bolts, ISI marked anodised

anodic coating not less than grade AC 10 as per IS : 1868),

transparent or dyed to required colour or shade, with nuts and screws

etc. complete : 300x16 mm Each 1 303.25 303.25

Digitally signed by Rakesh

Sl. No. Reference DESCRIPTION UNIT QTY. Amount

4 9.97.1 Providing and fixing aluminium tower bolts, ISI marked, anodised

(anodic coating not less than grade AC 10 as per IS : 1868 )

transparent or dyed to required colour or shade, with necessary

screws etc. complete : 300x10 mm Each 4 117.65 470.60

5 9.100.1 Providing and fixing aluminium handles, ISI marked, anodised (anodic

coating not less than grade AC 10 as per IS : 1868) transparent or

dyed to required colour or shade, with necessary screws etc. complete

6 9.101.2 Providing and fixing aluminium hanging floor door stopper, l5l marked,

anodised (anodic coatinS not less than grade AC 10 as per 15 : 1868)

transparent or dyed to required colour and shade, with necessary

screws etc. complete. Twin rubber stopper Each 1 72.35 72.35

7 21.1.1 Providing and fixing aluminium work for doors, windows, ventilators and

partitions with extruded built up standard tubular sections/ appropriate Z

sections and other sections of approved make conforming to IS: 733 and

IS: 1285, fixing with dash fasteners of required dia and size, including

necessary filling up the gaps at junctions, i.e. at top, bottom and sides

with required EPDM rubber/ neoprene gasket etc. Aluminium sections

shall be smooth, rust free, straight, mitred and jointed mechanically

wherever required including cleat angle, Aluminium snap beading for

glazing / panelling, C.P. brass / stainless steel screws, all complete as per

architectural drawings and the directions of Engineer-in-charge. (Glazing,

paneling and dash fasteners to be paid for separately) :

21.1.2.2 For shutters of doors, windows & ventilators including

providing and fixing hinges/ pivots and making provision

for fixing of fittings wherever required including the cost of

EPDM rubber / neoprene gasket required (Fittings shall be

paid for separately) Powder coated aluminium (minimum

thickness of powder coating 50 micron) Kg. 18.00 634.45 11,420.10

8 21.3.1 Providing and fixing glazing in aluminium door, window, ventilator

shutters and partitions etc. with EPDM rubber / neoprene gasket etc.

complete as per the architectural drawings and the directions of

engineer-in-charge . (Cost of aluminium snap beading shall be paid in

basic item): With float glass panes of 4.0 mm thickness (weight not

less than 10kg/sqm) Sqm 5.06 1176.80 5,948.72

TOTAL (Carried Over to Summary of Civil Works) 39,641.46

G 10.00 STEEL WORK

1 DSR Providing and fixing pressed steel door frames conforming to IS: 4351,

10.14.1 manufactured from commercial mild steel sheet of 1.60 mm thickness,

including hinges, jamb, lock jamb, bead and if required angle threshold of mild

steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel

welded or rigidly fixed together by mechanical means, including M.S. pressed

butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock

absorbers as specified and applying a coat of approved steel primer after pre-

treatment of the surface as directed by Engineer-in-charge: Profile B

1.1 10.14.1.1 Fixing with adjustable lugs with split end tail to each jamb Rmt 9.85 583.30 5,745.51

2 10.18 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for

ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5

mm thick M.S. sheet with its top surface hacked for proper bonding,

top lid shall be screwed into the cast iron/ M.S. sheet box by means of

3.3 mm dia round headed screws, one lock at the corners. Clamp shall

be made of 12 mm dia M.S. bar bent to shape as per standard

drawing. Each 1.00 220.65 220.65

3 10.25.2 Steel work welded in built up sections/ framed work, including cutting,

hoisting, fixing in position and applying a priming coat of approved

steel primer using structural steel etc. as required. In gratings,

frames, guard bar, ladder, railings, brackets,

gates and similar works Kg 1049.60 172.60 1,81,160.96

TOTAL (Carried Over to Summary of Civil Works) 1,87,127.12

H 11.00 FLOORING WORK

1 11.3.1 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded

stone aggregate) finished with a floating coat of neat cement,

including cement slurry, but excluding the cost of nosing of steps etc.

complete. 40 mm thick with 20 mm nominal size stone aggregate

Digitally signed by Rakesh

Sl. No. Reference DESCRIPTION UNIT QTY. Amount

2 8.31 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS:

15622 (thickness to be specified by the manufacturer), of approved make, in

all colours, shades except burgundy, bottle green, black of any size as

approved by Engineer-in-Charge, in skirting, risers of steps and dados, over

12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing

with grey cement slurry @ 3.3kg per sqm, including pointing in white cement

mixed with pigment of matching shade complete. Sqm 12.29 1,267.95 15,576.77

3 11.37 Providing and laying Ceramic glazed floor tiles of size 300x300 mm

(thickness to be specified by the manufacturer) of 1st quality conforming

to IS : 15622 of approved make in colours such as White, Ivory, Grey,

Fume Red Brown, laid on 20 mm thick cement mortar 1 :4 (1 Cement : 4

Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including

pointing the joints with white cement and matching pigment etc., complete Sqm 2.70 1,096.55 2,960.69

TOTAL (Carried Over to Summary of Civil Works) 26,561.67

J 13.00 FINISHING WORK

1 13.4.2 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) Sqm 35.48 343.65 12,191.93

2 13.11 18 mm cement plaster in two coats under layer 12 mm thick cement

plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm

thick cement plaster 1:6 (1 cement : 6 fine sand). Sqm 80.00 518.55 41,484.78

3 13.16.1 6 mm cement plaster of mix : 1:3 (1 cement: 3 fine sand) Sqm 11.87 300.45 3,566.64

4 13.41 Distempering with 1st quality acrylic distemper (ready mixed) having

VOC content less than 50 gram/litre, of approved manufacturer and of

required shade and colour all complete to achieve even shade and

colour : New work (two or more coats) over and including water

thinnable priming coat with cement primer having VOC content

less than 50 gram/litre

5 13.47.1 Finishing walls with Premium Acrylic Smooth exterior paint with

Silicone additives of required shade:

New work (Two or more coats applied @ 1.43 ltr/10 sqm

over and including priming coat of exterior primer applied

6 13.61.1 Painting with synthetic enamel paint of approved brand and

manufacture to give an even shade : Two or more coats on new work

TOTAL (Carried Over to Summary of Civil Works) 82,726.41

L 22.00 WATER PROOFING

1 14.28 Providing and laying in situ seven course water proofing treatment with

APP (Atactic Polypropylene) modified Polymeric memberane over roof

consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th

& 6th courses of bonding material @ 1.20 kg/sqm, which shall consist

of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and

5th layers of roofing membrane APP modified Polymeric membrane

2.0 mm thick of 3.00 Kg/sqm weight consisting of five layers

prefabricated with centre core as 100 micron HMHDPE film

sandwiched on both sides with polymeric mix and the polymeric mix is

protected on both side with 20 micron HMHDPE film. 7th, the top most

layer shall be finished with brick tiles of class designation 10 grouted

with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% integral

water proofing compound by weight of cement over a 12 mm layer of

cement mortar 1:3 ( 1 cement : 3 fine sand) and finished neat (item of

laying brick tiles shall be paid for separately).

TOTAL (Carried Over to Summary of Civil Works) 10,653.47

TOTAL CIVIL WORKS 10,61,048.32

Digitally signed by Rakesh

OPEN DRAIN ( SIZE- 350 Width X 350 depth ) FOR RCC OVERHEAD TANK AT BHILAI STEEL PLANT (

Sl. No. Reference DESCRIPTION UNIT QTY. Amount

1 2.6.1 Earth work in excavation by mechanical means (Hydraulic

excavator)/manual means over areas (exceeding 30 cm in depth,

1.5 m in width as well as 10 sqm on plan) including getting out

and disposal of excavated earth lead upto 50 m and lift upto 1.5

m, as directed by Engineer-in-charge. All kinds of soils

2 2.25 Filling available excavated earth (excluding rock) in trenches,

plinth, sides of foundations etc. in layers not exceeding 20cm in

depth, consolidating each deposited layer by ramming and

watering, lead up to 50 m and lift upto 1.5 m. Cum 21.35 196.00 4,184.60

3 2.27 Supplying and filling in plinth with sand under floors, including

watering, ramming, consolidating and dressing complete. Cum 8.30 2123.75 17,618.63

4 4.1.5 Providing and laying in position cement concrete of specified

grade excluding the cost of centering and shuttering - All work up

to plinth level : 1 :3:6 (1 Cement : 3 coarse sand (zone-Ill) derived

from natural sources : 6 graded stone aggregate 20 mm nominal

size derived from natural sources)

5 6.1.2 Brick work with common burnt clay F.P.S. (non modular) bricks of

class designation 7.5 in foundation and plinth in:

Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 21.35 7132.25 1,52,273.54

6 13.4 12 mm cement plaster of mix :

7 13.18 Neat cement punning Sqm 189.10 79.95 15,118.55

TOTAL CIVIL WORKS 3,26,065.23

Digitally signed by Rakesh